2017-13350 G (Plans)RIGHT -OF -WAY NOTE EROSION CONTROL
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MIKE COY AT (760) 519 -8495, 24 HOURS A DAY. STORMWA TER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES ENCINITAS BLVD
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT -OF -WAY. FAILURE TO DO SO WILL RESULT IN
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 71MES DURING CONCRETE WASHOUT m
TO KNOW WHERE HIS /HER PROPERTY LINE IS. THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON 0
SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONS7RUCTON OF TEMPORARY SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER SITE
DRA/NAGENOTE EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCA710N.
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CONSTRUCTIONS /TEACCESS SAN DIEGUITO UNION HIGH SCHOOL DIS7RICT o
DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 1 PERCENT AND BE CONVEYED TO AN ENGINEERING INSPECTOR. A STABILIZED CONSTRUCTION S17E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT 710 ENCINITAS BLVD. � v
APPROVED DRAINAGE FACILITY. OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES ENCINITAS, CA 92024 15 p r
UTILITYNOTES 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE (760) 753 -6491 Q
SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. CONSTRUCTION VEHICLES SANTA FE DR fn
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, SITEADDRESS
I. STORM DRAIN PIPE SHALL BE PVC OR HOPE WITH TRENCHING, BEDDING, AND RESURFACING PER SDRSD 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. 675 BALOUR DR.
D -60, G -24, AND G -25. BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES ENCINITAS, CA 92024
WHICH MAY ARISE. EROSION CONTROL APN.-259-320-04, V/C/NITYMAP
259- 320 -04, 2.59- 181 -01 NOT T SCALE
2. HOPE PIPE SHALL BE SM007H LINED HOPE UNLESS OTHERWISE NOTED. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER LEGAL DESCRIPTION
J. EX. U77LITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY LOCA77ON AND ELEVATION IN FIELD PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07EN77ALLY UNSAFE. VEGETATION, AND BONDED FIBER MATRIX. T 2
SHEE
PRIOR TO CONSTRUCTION. APN 259 - 320 -04 OAKCREST PARK�C�q•' -;�
7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
4. ALL UTILITIES SERVING THIS S 11E SHALL BE INSTALLED UNDERGROUND. INCORPORATED HEREON. 774E SOUTH QUARTER OF 774E SOUTH HALF OF THE SOUTHEAST -
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PR07ECT QUARTER OF THE NORTHWEST QUARTER OF SEC77ON 14, - -1
GENERAL NOTES 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. TOWNSHIP 13 SOUTH, RANGE 4 WEST SAN BERNARDINO 9.
THE CONCLUSION OF EACH WORK DAY. MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO,
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR REMOVE EXIS77NG VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT 1
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND 9. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT 7HE END OF EACH WORKING AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY- THEY THEREOF.
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND HELP DECREASE EROSION.
BE APPROVED BY 7HE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. -- -=
OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. APN 259 - 181 -01
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION -
2. THE SOILS REPORT TITLED "LIMITED GE07ECHNICAL INVESTIGATION" PREPARED BY GEOCON DATED SAN D /EGUITOWATER DISTRICT NOTES: CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWNG ANNUAL AND PERENNIAL GRASSES TO SHIELD THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SHEET 3
AUGUST 26TH, 2013 PROJECT #G1571- 42 -01, UPDATE 777LED "UPDATED SEISMIC DESIGN CR17ERIA OAK AND BIND THE SOIL. SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, KEYMAP
CREST MIDDLE SCHOOL" PREPARED BY GEOCON DATED OCTOBER 27, 2016 PROJECT #G1999- 42 -06, 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO 774E RANGE 4 WEST S.B.M. EXCEP77NG THEREFROM THE SOUTH 1" = 500'
UPDATE 777LED "STORM WATER MANAGEMENT RECOMMENDATIONS OAK CREST MIDDLE SCHOOL" PREPARED STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE QUARTER THEREOF AS CONVEYED TO THOMAS J. VAN DERSLICE,
BY GEOCON DATED DECEMBER 14, 2016 PROJECT #61999- 42 -07, AND UPDATE TITLED "PAVEMENT SR., ET UX, BY DEED DATED DECEMBER 2, 1946, RECORDED IN SHEET/NDEX
SECTION RECOMMENDATIONS OAK CREST MIDDLE SCHOOL" PREPARED BY GEOCON DATED JULY 11, 2017 2• REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTA77ON WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. BOOK 2293, PAGE 377 OF OFFICIAL RECORDS OF SAN DIEGO
PROJECT #61999 -42 -06 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL AS TO THE ACCURACY OF, THE LOCATION OF OR 174E EXISTENCE OR NON - EXISTENCE OF, ANY COUNTY 1 TITLE SHEET
ON -SITE CONSTRUCTION MATERIAL STORAGE
BE DONE IN ACCORDANCE WI1N THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 2 -3 GRADING PLAN
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE ALL BEING IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, 4 DETAIL SHEET
J. ALL EXIS77NG FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR STATE OF CALIFORNIA. 5 EROSION CONTROL PLAN
J. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION W1174 IMPROVEMENT PLANS. OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXIS77NG LL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES
NG OR PROPOSED UTILITY CROSSING . S CERTIFICATE
C 6 -7 LANDSCAPE PLAN
WITHIN 10 FEET PROPOSED WATER MAINS SHALL S SHOWN R IMPROVEMENT PLAN ELECTRICAL
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN S MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR STOCKPILES SHALL BE LOCATED AWAY OWNER
TTEN PERMISSION BY SAN DIEGUITO
WATER DISTRICT. PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT AT ALL TIMESS, SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON 7HE COMPACTION AND STABILITY OF THE SITE.
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY TRAINING
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND
BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' CONTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES,
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED STANDARDS COMMITTEE (WASC) STANDARDS IF FACILITIES DO NOT MEET STANDARDS THEN THEY THE CITY OF ENCINITAS STORMW47ER POLLUTION CONTROL REQUIREMENTS. 7HESE BMP N07ES SHALL BE AVAILABLE TO DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED
OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. EVERYONE WORKING ON SITE THE PROPERTY OWNER(S) AND 174E PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT DIRECTLY OR INDIRECTLY W1114 ANY ACS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES CONTRACTORS,
LICENSED LAND SURVEYOR. STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE
7. 174E CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, WASTEMANAGEMENT PROPERTY OR PUBLIC EASEMENTS
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. c
AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STALE AND FEDERAL SAFETY AND HEALTH 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM SIGNATURE: `2�.. 5 DATE° 7- 28-77
STANDARDS, LAWS AND REGULATIONS DIEGO GAS AND ELECTRIC VAULTS IS STRICTLY PROHIBITED. ERIC R. DILL
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN 7 ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. FOR SAN DIEGUITO UNION HIGH SCHOOL DISTRICT
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN 774E HOURS OF 5:30 P.M. AND 7.30 A.M. NOR ON WATER METERS MUST BE IN FRONT OF 174E PARCEL THEY ARE SERVING. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL SOILS ENGINEER'S CERTIFICATE
SATURDAYS, SUNDAYS' AND CITY RECOGNIZED HOLIDAYS DUMPSTERS TO DIVERT 114E NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS
SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVOUS
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN 1, RAUL R. GARCIA A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN 174E
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- CONSTRUCTION MEETING HAS BEEN HELD ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
174E CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010, IN FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF 774E SOIL CONDITIONS
ONSI7E WITH 774E FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON AUGUST 26, 2013. ONE COMPLETE COPY
GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE PARTS, MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE FLUIDS, BROKEN ASPHALT AND OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CER77FY THAT THE
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE: FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN CA7I400IC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER PLANS AND SPECIFICATIONS.
7HIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR DUMPSTERS CALL EDCO AT (760) 436 -4151. � /
THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS NOTIFICATIONS SIGNED:
THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 1. 774E EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE
i �
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE GE NO.: 2842 EXP. DATE. 3l3 ?y/ f;
APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED THERE ARE NO EXISTING U77LI77ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE CONTRACTOR SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAN INLETS ON PERVIOUS SURFACES.
STATING: S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT ANY EXISTING UTILITIES OR
NG: "THE GRADING UNDER PERMIT 13350 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE JOB #• 61571 -42 -01
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN" THIS STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY GEOCON, INC.
STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES 714E FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR CHECK AND CLEAN UP MATT RIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE 6960 FLANDERS DRIVE
SUCH GRADING OPERATION. VERIFICA77ON AND LOCATION OF UTILITIES AND N077FICA77ON OF COMMENCEMENT OF WORK: SAN DIEGO, CA 92121
A. SEWERS - CSD - (760)- 633 -2770 FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE (858) 558 -6900
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS B. GAS & ELECTRIC - SOGE - (760)- 438 -6200 ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 STATEMENT OF ENGINEER OF WORK
BACKFILLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL D. TELEPHONE - SBC BELL - (760)- 489 -3411 IMPERVIOUSAREA EARTHWORKDATA
DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE E. CABLE TV - COX COMMUNICA77ONS- (760)- 806 -9809 X -2233 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY N714 THE
SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 299,600 SOFT STEEPEST EXIS77NG NATURAL SLOPE ON -SITE = NO NATURAL GENERALLY ACCEPTED STANDARDS AND PRACTICES OF 774E ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER
THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR W7ENDED USE 2. CONTRACTOR SHALL N077FY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK IMPERVIOUS AREA AFTER CONSTRUCTION: 325,700 SQFT SLOPES EXIST ON -SITE AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED
ON THIS PROJECT. PHONE. (760)- 633 -2770. INCREASE IN IMPERVIOUS AREA: 26,100 SQFT MAXIMUM VERTICAL DEPTH OF CUT = 9' BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES
13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE MAXIMUM VERTICAL DEPTH OF FILL = 5' THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EN77TY FOR
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE J. 7HE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. IMPERVIOUS AREA REPLACED. 39,300 SQFT THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
TO ADJOINING PROPERTIES OR FINISHED WORK ON THE S17E AND SHALL TAKE- REMEDIAL MEASURE TO (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO CUT= 800 C. Y. FILL = 400 C. Y. SUFFICIENCY OR ADEQUACY OF 7HE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION REJECTION AND REMOVAL. EXPORT= 400 C. Y. RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. 114E ENGINEER AGREES TO INDEMNIFY
CONTROL MEASURES HAVE BEEN INSTALLED. REMEDIAL = 3,400 C Y. (5' REMOVAL AND RECOMPAC71ON UNDER AND HOLD HARMLESS THE CITY OF ENCINITAS AND IS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN GRADING NOTES AND 5' OUTSIDE OF BUILDING AREAS) BODILY INJURY ARISING SOLELY FROM 774E NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER
OWNER'S SWPPP STATEMENT AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT
ACCORDANCE W1114 STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEY MONUMENTS AND /OR VERTICAL CONTROL OF THE WORK PERFORMED BY THE ENGINEER.
SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. A LAND SURVEYOR MUST FIELD DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE C �^ QROFESS /oN
LOCATE, REFERENCE, AND /OR PRESERVE ALL HISTORICAL OR CONTROLLING MONUMENTS PRIOR TO ANY RESOURCES CONTROL BOARD ( SWRCD) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF SIGNATURE.• 1111 d"� !/L - DATE 2� ' F
EXPOSED SOILS SHALL BE SCARIFIED TO A DEP7N OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF �o .I D q!
90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND EARTHWORK. IF DESTROYED, A LAND SURVEYOR SHALL REPLACE SUCH MONUMENTS WITH APPROPRIATE STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER o s ti
MONUMENTS. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED AS POLLUTION PREVENTION PLAN SWPPP A BRADLEY D. SAGER o 7 c
COMPACT THE FILL IN STRICT ACCORDANCE K17H SPECIFICATIONS ( ) ND A MONITORING PROGRAM PLAN SHALL BE DEVELOPMED AND IMPLEMENTED - Q No. C054564 ci z
REQUIRED BY THE PROFESSIONAL LAND SURVEYORS ACT SECTION 8771 OF THE BUSINESS AND CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE N077CE OF INTENT w o' Exp. 12 -2017 m m
PROFESSIONS CODE OF THE STATE OF CALIFORNIA. IF ANY VERTICAL CONTROL IS TO BE DISTURBED OR LA717UDE 33 PLANNING AND ENGINEERING � m � �
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH (7401) SHALL BE FILED WITH 174E SWRCB. A COPY OF THE PROJECT SWPPP SHALL BE FILED W11N 774E CITY OF ENCINITAS 9968 HIBERT STREET, SECOND FLOOR
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE DESTROYED, THE CITY OF SAN DIEGO FIELD SURVEY SECTION MUST BE NOTIFIED, IN WRITING, AT LEAST 3 FURTHER, A COPY OF THE COMPLETE NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE sr clvo- �P
SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY 774E ENGINEER OF WORK AND LEFT IN A NEAT AND DAYS PRIOR TO THE CONSTRUCTION, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. SAN DIEGO, CA 92131 (858) 751 -0633 gTFOF CA\_\E
ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR REPLACING ANY VERTICAL CONTROL BENCHMARKS DESTROYED BY THE CONSTRUCTION. RCE EXPIRES 1213112017
THE TOE AND SLOPES
ALL SLOPES SHALL BE ROUNDED LOOSENED SHALL BE
ACCORDANCE K17HRTHEGRADING ORDINANCE. 2• IMPORTANT NOTICE. SECTION 4216 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENI]FICATION GRADING PLAN NO.U13350/GNAND BY SUBSEQUENT
R9-2009-0001 OWNER(S) AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL BMP PROJECT STATUS
NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATEn WILL BE VALID. FOR YOUR DIG ALERT LD. COMPLY KITH THE SPECIAL PROVISIONS AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9- 2009 -0001. PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR NUMBER, CALL UNDERGROUND SERVICE ALERT, TOLL FREE 1- 800 - 422 -4133, TWO DAYS BEFORE YOU
OTHERWISE DISPOSED OF OFF 774E SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE DIG. WDID NO.: 9 370379951 AGENT IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE
STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL
BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF J. CONTRACTOR SHALL IMPLEMENT AN EROSION AND SEDIMENT CONTROL PROGRAM DURING THE PROJECT FACILITIES"
LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO GRADING AND /OR CONSTRUCTION ACTIVITIES THE PROGRAM SHALL MEET ALL APPLICABLE REQUIREMENTS SIGNATURE.• ��L� DATE: �'Z 7
¢-7 RECORDED ON
174E DISPOSAL OF ANY SUCH MATERIAL. OF THE STATE WATER RESOURCE CONTROL BOARD AND THE CITY OF SAN DIEGO MUNICIPAL CODE AND
STORM WATER STANDARDS MANUAL. ERIC DILL
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST FOR SAN DIEGUITO UNION N HIGH SCHOOL DISTRICT AS DOC. #: aOl %-O�{iSZO°13
MANAGEMENT PROGRAM. REEFS LOCATED WITHIN CITY STREET RIGHT -OF -WAY, CITY PROPERTY OR 4. "PUBLIC IMPROVEMENT SUBJECT TO DESUETUDE OR DAMAGE IF REPAIR OR Underground Service Alert FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING REPLACEMENT OF SUCH PUBLIC IMPROVEMENTS IS REQUIRED, THE OWNN ER SHALL OBTAIN
CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE THE REQUIRED PERMITS FOR WORK IN THE PUBLIC EASEMENT, SATISFACTORY TO THE
OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN 774E CITY TREE DRIP LINE AREA (7HE AREA FROM PERMIT- ISSUING AU774ORITY. cusm7wm
774E TRUNK OF A TREE TO THE OUTERMOST EDGE OF 714E TREE CANOPY PROJECTION ON THE GROUND). CALL TOLL FREE
IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF 5. ALL FLATWORK TO BE 2% OR LESS UNLESS OTHERWISE NOTED. 1- 800 422 -4133 Ah
APPROVED IMPROVEMENTS ARE IN CONFLICT WIT74 A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE (0 • �-! • 1 � ID -09- I�- � , �� /Q -9'' /% ,
PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 6. CONTRACTOR TO VERIFY FINISHED FLOOR ELEVATION OF EXIS77NG BUILDINGS AND SET no.�aae�m,ovm I N DATE SIGN DATE SIGN DATE SIGN DATE DATE
NEW HARDSCAPE AT EXISTING DOORS 0.02' TO 0.04' BELOW EXISTING FINISHED FLOOR.
CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED B .DRAWN BY CHECKED BY: Li
BENCHMARK SCALE AS -BUILT Lw GP, LW JA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
CITY OF ENCINITAS GPS PNT NO. 1021 (STA. NAME PLANS PREPARED UNDER SUPERVISION OF RECO APPR VED: GRADING PLAN FOR: P D /� TD DRIVE
AT A B) IN THE CENTERLINE OF VILLAGE PARK WAY HORIZONTAL: NOTED DATE: Z % (� /_ o,l�f 675 B ALL �J R.
AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST �S /✓ /+
OF WILLOW SPRINGS DRIVE, PER CITY OF ENCINITAS BRADLEY D. SAGER DATE 13350 -G
SURVEY CONTROL NETWORK. 2.5" BRASS DISC VERTICAL: NOTED R.C.E. NO.: C054564 S I NOW /AK / SAN DIEGUITO UNION HIGH SCHOOL DISTRICT
STAMPED "RCE 4.32 BRADLEY D. GER APN 259-320-04,259-181-01
ELEVATION IS 264.32 NAVD88. REVIEWER INSPECTOR SENIOR ENGINEER EXP.: 12 -2017 DATE DATE PLANNING CASE NO: 14 -210 CDP / 17 -048 SUBC SHEET 1 OF 7
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-- - - - -
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_441
PROTECT IN PLACE EX..
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1 EX.
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LEGEND (EXISTING)
LEGEND (PROPOSED)
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;
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-
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1.37
EXIS71NG WATER LINE
BASIN AS MI77GA710N
_
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EX. 30" TRANSMISSION MAIN
DSA APPROVED LANDSCAPE PLAN xxxx
SHOWN FOR REFERENCE
FOR DMA 4
- - -
1
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2
1
r=
PRIOR TO CONSTRUCTION
- -
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1
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DOES NOT DRAIN TO
DRAINS TO BASIN 2
•:•.•.•.•.•.•..•.•.•. 1
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DMA 5 IN EX. BASIN DRAINS TO
.:..... .. BASIN 3 ❑
DMA 1
° DRAINS TO I
� BASIN 1
BASIN 3
DMA 4
DMA 5 DOES NOT DRAIN TO
El
UNDISTURBED AREA, BASIN. MITIGATED BY
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MITIGATION FOR DMA 4 ° I
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-- - - - -
NO.
_441
PROTECT IN PLACE EX..
EX. 20' WIDE
WATER.
4.'n
25.23
LEGEND (EXISTING)
LEGEND (PROPOSED)
N90'00'00 "E
10.56
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-
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- - -
CONTRACTOR TO POTHOLE
-
EX/S11NG BUILDING
-
TOP OF GRATE ELEVAT1ON
1.37
EXIS71NG WATER LINE
PROPOSED SEAT WALL PER xxxbr
_
_..
EX. 30" TRANSMISSION MAIN
DSA APPROVED LANDSCAPE PLAN xxxx
SHOWN FOR REFERENCE
EX. 30" TRANSMISSION MAIN -
- - -
- -
_ _
_ __..: ..
6.42
6" HDPE
r=
PRIOR TO CONSTRUCTION
- -
/
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1
`391.60 FS
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9 .63 FF
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NO.
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C
REMARKS
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4.'n
25.23
LEGEND (EXISTING)
LEGEND (PROPOSED)
N90'00'00 "E
10.56
Fr
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- -- ---- PROPERTY BOUNDARY - - -GB- - -
PROPOSED GRADE BREAK
65.41
EXISTING FENCE
• My
230- PROPOSED CONTOUR
EX. BUILDING 'M'
/
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• rc
- -�1�- - PROPOSED DAYLIGHT LINE xzexx
TOP OF GRATE ELEVAT1ON
1.37
EXIS71NG WATER LINE
PROPOSED SEAT WALL PER xxxbr
PR07ECT EX.
32.36
Q- '
DSA APPROVED LANDSCAPE PLAN xxxx
SHOWN FOR REFERENCE
FINISHED GRADE ELEVA77ON
2758
6" HDPE
DRY U77U71ES
N90'00'00 "E
6.42
6" HDPE
/
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391.15 F
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391.14 FS a
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_ 390.98 FS
.... .m �r ✓.. ' W W ... � /� '.349 7A DD /1�''
STORM DRAIN DATA
NO.
_441
C
REMARKS
a.
4.'n
25.23
LEGEND (EXISTING)
LEGEND (PROPOSED)
N90'00'00 "E
10.56
EXISTING CONTOUR
- -- ---- PROPERTY BOUNDARY - - -GB- - -
PROPOSED GRADE BREAK
65.41
EXISTING FENCE
• My
230- PROPOSED CONTOUR
FINISHED SURFACE ELEVATION
55.98
EX/S11NG BUILDING
• rc
- -�1�- - PROPOSED DAYLIGHT LINE xzexx
TOP OF GRATE ELEVAT1ON
1.37
EXIS71NG WATER LINE
PROPOSED SEAT WALL PER xxxbr
TOP OF WALL ELEVATION
32.36
EXIS77NG STORM DRAIN LINE
DSA APPROVED LANDSCAPE PLAN xxxx
SHOWN FOR REFERENCE
FINISHED GRADE ELEVA77ON
2758
STORM DRAIN DATA
NO.
BEARING
LENGTH(ft)
REMARKS
N90'00'00 "W
25.23
6" HDPE
4
N90'00'00 "E
10.56
6" HDPE
N90'00'00 "W
65.41
6" HOPE
N3029'37 "E
55.98
6" HDPE
N59'30'23 "W
1.37
6" HDPE
N00° °00 '00 "E
32.36
6" HDPE
4
N212546 "E
2758
6" HDPE
N90'00'00 "E
6.42
6" HDPE
PROPOSED CMU RETAINING WALL xx E�> EXIS7ING ELEVATION
- - PER DSA APPROVED STRUCTURAL xxxxx PROPOSED STORM DRAIN FLOW LINE ELEVATION
PLAN SHOWN FOR REFERENCE PROPOSED FLOW DIREC71ON
PROPOSED HOPE STORM DRAIN 0 PROPOSED CLEANOUT (SEWER TYPE)
AT 1% MIN. PROPOSED 12 "X12" CATCH BASIN (NDS LANDSCAPE DRAIN)
PROPOSED BIOFILTRATON BASIN OR APPROVED EQUAL
PROPOSED PLANTER AREA 4 PROPOSED 6" CATCH BASIN (NDS IN L /S, BRASS IN HIS)
❑❑ PROPOSED 3'X3' BOX - OVERFLOW RISER
PROPOSED BUILDING G- - - BASIN SUBDRAIN
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT
CITY OF ENCINITAS GPS PNT NO. 1021 (STA. NAME
EMC -21) ON THE CENTERLINE OF VILLAGE PARK WAY
AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST HORIZONTAL: NOTED
OF WILLOW SPRINGS DRIVE, PER CITY OF ENCINITAS BRADLEY D. SAGER DATE
SURVEY CONTROL NETWORK. 2.5" BRASS DISC VERTICAL: NOTED
STAMPED "RCE 9416."
ELEVATION IS 264.32 NAVD88. PPP /IPXA/Fa I inisDGrrnQ I iz wnv murzwr D
PAVING LEGEND *SEE SECTIONS SHEET 4
-.110
PROPOSED PCC CONC (PEDESTRIAN) I" - 20' O LIMITS OF GRADING. MATCH EXISTING ELEVATION. CONTRACTOR TO
VERIFY.
PROPOSED PCC CONC (VEHICULAR ACCESS) O SAWCUT, GRIND AND OVERLAY AC PAVEMENT.
O INSTALL ORIFICE PLATE AT EX. BIOFIL IRA 71ON BASIN. REPLACE
. PROPOSED PCC CONC (FIRE ACCESS) RISER, AND REMOVE AND REPLACE TOP 6" OF AMENDED SOIL
V LAYER. SEE DETAILS 'A' AND 'B' SHEET 4.
PROPOSED AC PAVING (PEDESTRIAN) 10 ROOF DRAIN POINT OF SD, CONNEC71ON SIZE PER PLAN.
i
PROPOSED AC PAVING (VEHICULAR ACCESS) EXIS77NG CATCH BASIN TO BE REMOVED. Underground Service Alert
O �O 2D 4O 6O 11 SLURRY ENCASE STORM DRAIN PIPE UNDER SEAT WALL FOORNG.
aam�mvm
PROPOSED AC PAVING (FIRE ACCESS) 1B CALL TOLL FREE
(
IN FEET) NOTE' LIMITS OF REMOVAL AND RECOMPAC71ON 1- 800422 -4133
TO BE DETERMINED BASED ON GE07ECHNICAL
1 inch = 20 ft.
GRIND AND OVERLAY EX PVMT RECOMMENDA77ONS AND CONDITIONS
ENCOUNTERED IN FIELD. =TQ0=DM nUM
DESIGNED BY: 1 DRAWN BY: I CHECKED BY: ENGINEERIN DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING N ®,
GP LW
PLANS PREPARED UNDER SUPERVISION OF RECO APPROV=D: GRADING PLAN FOR:
DATE: ' z-T I 675 BALOUR DRIVE
Sr E NOW SAN DIEGUITO UNION HIGH SCHOOL DISTRICT 13350 -G
R.C.E. NO.: C054564
�^ n / %
' - 1 BRADLEY D. SA ER EXP.: 12 -2017 " s/ " /O ✓ APN 259- 320 -04, 259 - 181 -01
DATE DATE PLANNING CASE NO: 14 -210 CDP / 17 -048 SUBC SHEET 2 OF 7
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390.87 FS 391.54 FS % J91.50
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'.. 1 c79 or zon ca rn X1'2 6
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STORM DRAIN DATA
NO.
BEARING
LENGTH(ft)
REMARKS
t
N00'4823 "W
197.90
18" HOPE
2
N00'00'44 "E
150.00
18" HDPE
3
N89 23'01 "W
111.61
18" HOPE
4
N89 23'01 "W
88.32
18" HOPE
5
NO6 23'05 "W
3717
18" HDPE
s
N0070'56 "E
150.30
18" HDPE
0
N0070'56 "E
6.00
18" HDPE
Q)
N89'49'04 "W
142.29
12" HDPE
s
N0070'56 "E
36.90
12" HDPE
t
N89'49'04 "W
38.94
12" HDPE
t
N0070'56 "E
100.71
12" HDPE
t
N6779'04 "W
35.45
12" HDPE
t
N0036'59 "E
34.21
12" HDPE
to
N003659 "E
7.26
4" HDPE
t
N89 00'57 "W
76.20
6" HDPE
t
N00'00'00 "E
16.42
8" HOPE
t
NO0 °00'00 "E
140.90
8" HDPE
t
N00° °00'00 "E
46.98
6" HDPE
t
N69'05'12 "W
58.09
12" HDPE
N00'00'00 "E
27.11
12" HDPE
QP
NOO° °00'00 "E
31.52
12" HDPE
®
N00'13'20 "E
38.23
12" HDPE
N0073'20 E
90.19
12" HDPE
N45'00'00 "E
14.80
8" HDPE
N90'00'00 "W
22.53
8" HDPE
N00'00 '00 "E
25.91
8" HDPE
N00'00'00 "E
15.50
8" HDPE
N00'00'00 "E
12.30
8" HDPE
N90'00'00 "W
11.00
6" HDPE
3
N75'04'33 "E
36.49
6" HDPE
3
N6675'16 "W
35.45
6" HDPE
3
N45 °00'00 "E
5.19
6" HDPE
3
N90 °00'00 "W
1733
6" HDPE
N90'00'00 "W
16.50
6" HDPE
N45'00'00 "E
2.12
6" HDPE
3
N3970'43 "E
25.11
8" HDPE
1
N60'04'34 "W
42.29
8" HDPE
3
N0021'17 "E
41.34
8" HDPE
a
N7570'55 "E
19.23
6" HDPE
a
N26'04'05 "W
26.81
1 6" HDPE
CHANGE NO
DESCRIPTION
unaergrouna service teen
L 385.35 0 10 20 40 60
15
oa mas vw m CONCRETE ANCHOR PER SDRSD SP -07, ANCHOR TO EXTEND PROPOSED GRADE CALL TOLL FREE
BEYOND PIPE BEDDING, SLURRY BACKFILL OUTLET PIPE UP LANDSCAPED SLOPE
Moll NOTE. LIM17S OF REMOVAL AND RECOMPAC77ON
TO ANCHOR. IE 382.60 ( IN FEET) 1- 800422 -4133
SECTION A ®/� SEE DETAILS C AND D SHEET 4 TO BE DETERMINED BASED ON GE07ECHNICAL
1 inch = 20 ft. RECOMMENDATIONS AND COND17IONS
(D STORM DRAIN PIPE TO PENETRATE SEAT WALL PER ENCOUNTERED IN FIELD.
LANDSCAPE ARCHITECT. NOT TO SCALE
DESIGNED BY: DRAWN BY: CHECKED BY:
APPROVED DATE BENCHMARK SCALE AS -BUILT GP LW ENGINEERING ,DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
CITY OF ENCINITAS GPS PINT NO. 1021 (STA. NAME PLANS PREPARED UNDER SUPERVISION OF RECD MNOWAK APPROV D: GRADING PLAN FOR:
AT A B) IN THE CENTERLINE OF VILLAGE PARK WAY HORIZONTAL: NOTED DATE: 1.17 - � -) 675 B ALOUR DRIVE
AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST �a
OF WILLOW SPRINGS DRIVE, PER CITY OF ENCINITAS BRADLEY D. SAGER DATE 1 3350 -`3
SURVEY CONTROL NETWORK. 2.5"BRASS DISC VERTICAL: NOTED R.C.E. NO.: C054564 ST SAN DIEGUITO UNION HIGH SCHOOL DISTRICT
STAMPED "RCE 9416." °BRADLEY D. GER !0-!to -l'2 ��� /�'l� APN 259 - 320 -04, 259 - 181 -01
ELEVATION IS 264.32 NAVD88. REVIEWER INSPECTOR SENIOR ENGINEER EXP.: 12 -2017 DATE DATE PLANNING CASE NO: 14 -210 CDP / 17 -048 SUBC 1 SHEET 3 OF 7
LANDSCAPING
F�\ WATER QUALITY
i
AREA 1040 SF**
BOTTOM AREA n' ** WATER QUALITY AREA
IS TAKEN AS THE
° 900 SF AREA OF THE BASIN
AT THE LEVEL OF THE
F \ yn gnan IF=11 OVERFLOW RISER
REMOVE AND REPLACE EX. EX. 18" AMENDED
OVERFLOW RISER WITH 36 X36
CONCRETE RISER SOIL LAYER* *REMOVE AND REPLACE
I
TOP 6" OF AMENDED
SOIL LATER
a a
a
a O EX. 18"
a a
EX. OUTLET PIPE GRAVEL LAYER
TO STORM DRAIN
EX. IMPERMEABLE LINER 1" EX. 6" CLEAN —OUT PORT
INSTALL LOW FLOW ORIFICE PLATE
SEE DETAIL 'B' EX. 4" PVC PERFORATED
PIPE AT a5% MIN
DETAIL 'A': EXISTING
BIOFILTRATION BASIN (NORTH)
NOT TO SCALE
4" PERFORATED/
SOLID PIPE /
METALLIC PLATE
1
2.0" LOW FLOW ORIFICE
DETAIL 'B': RETROFIT ORIFICE PLATE
FOR EXISTING BASIN
NOT TO SCALE
REINFORCED WITH N0.4 REBAR AT 24" ON
CENTER IN BOTH HORIZONTAL DIRIEC77ONS
6" PCC PAWN
MIN MR =600 PSI
6" CLASS 2 BASE
APPROX 12" SUBGRADE SOILS AT MIN
95% RELATIVE COMPACTION
CONCRETE PAVING FOR FIRE ACCESS
NO SCALE
4" AC PA
14" CLASS 2 5
APPROX 12" SUBGRADE SOILS AT
95% RELATIVE COMPAC
AC PAVING FOR FIRE ACCESS
NO SCALE
O5 LANDSCAPING
BOTTOM AF
1100 SF
Z MIN.
FREEBOARD Z 7 �A) ° ° n ' c^ ° '
3" WELL —AGED, SHREDDED
HARDWOOD MULCH 21 " AMENDED
SOIL LAYER OO
36 "X36" CONCRETE
OVERFLOW RISER
0
0 0 0 0 0 0° 0° 6" FILTER COURSE LAYER O2
0 0 0 0 ° o
0 0 0 0
a a
a
a a 6" GRAVEL O
LAYER 3
INSTALL LINER 3 8" CLEAN —OUTO
IMPERMEABLE LINER " PORT
LOW FLOW ORIFICE PLATE 6" PVC PERFORATED
SEE DETAIL 'D' LP1PEATa5%m1N O4
SEE PLAN VIEW
DETAIL 'C': BIOFILTRATION BASIN
(1100 SF)
NOT TO SCALE
6" PERFORA7EDI
SOLID PIPE
METALLIC PLATE
20" LOW FLOW ORIFICE
DETAIL 'D'® ORIFICE PLATE
FOR PROPOSED BASIN
NOT TO SCALE
REINFORCED WITH NO.3 REBAR AT 24" ON
CENTER IN BOTH HORIZONTAL DIRECTIONS
5" PCC PAVING
MIN M =600 PS
4" CLASS 2 BASE
APPROX 12" SUBGRADE SOILS AT MIN
95% RELA77VE COMPACTION
O5 LANDSCAPING
BOTTOM AREA
320 SF 1625 SF
n n PER PLAN
FREEBOARD SAY
3" WELL —AGED, SHREDDED
HARDWOOD MULCH
36 "X36" CONCRETE
OVERFLOW RISER
CONCRETE PAVING FOR VEHICULAR ACCESS
NO SCALE
3" PCC P,
11" CLASS 2
APPROX 12" SUBGRADE SOILS
95% RELATIVE COME
NO SCALE
21 " AMENDED
SOIL LAYER O
6" FILTER COURSE LAYER O2
6' GRAVEL O
LAYER 3
INSTALL 20MIL _/
IMPERMEABLE LINER 3" 8" CLEAN —OUTO
LOW FLOW ORIFICE PLATE PORT
SEE DETAIL 'F' 6" PVC PERFORATED
PIPE AT 0.5% MIN O4
SEE PLAN VIEW
DETAIL 'E': BIOFILTRATION BASINS
(320 SF) AND (675 SF)
NOT TO SCALE
6" PERFORATED/
SOLID PIPE /
METALLIC PLATE '
+ 1.0" LOW FLOW ORIFICE
DETAIL 'F': ORIFICE PLATE
FOR PROPOSED BASINS
NOT TO SCALE
4" PCC PAWN
APPROX 12" SUBGRADE SOILS AT MIN
95% RELATIVE COMPAC71ON�
AC
CLASS
APPROX 12" SUBGRADE SOILS AT
95% RELATIVE COMPACT1ON
NO SCALE
BIOFILTRATION BASIN NOTES
FOR DETAILS 'C' AND 'E'"
Oj BIOFIL7RA770N AMENDED SOIL SHALL CONFORM TO THE STANDARD SPECIFICA77ON PER APPENDIX
E.12 OF THE CITY OF ENCINITAS BMP DESIGN MANUAL AND SHALL MAINTAIN A MINIMUM
INFILTRATION RATE OF 5 IN /HR OVER THE LIFE77ME OF THE FACILITY.
AMENDED SOIL SHALL BE A SANDY LOAM MIX COMPLYING WITH CITY OF ENCINITAS STANDARDS AND
WITH THE FOLLOWING REQUIREMENTS.,
NO MORE THAN 5% CLAY CONTENT
" 50 -60% SAND
20 -30% COMPOST
20 -30% TOPSOIL
O2 TWO —LAYER FILTER COURSE SHALL CONFORM TO THE STANDARD SPECIRCA77ON PER APPENDIX E.12
CONSISTING OF ONE 3" LAYER OF CLEAN AND WASHED ASTM 33 FINE AGGREGATE SAND OVERLYING
A 3" LAYER OF ASTM NO 8 STONE.
O GRAVEL STORAGE LAYER SHALL CONFORM TO THE STANDARD SPECIFICATION PER APPENDIX E.12 OF
THE CITY OF ENCINITAS BMP DESIGN MANUAL AND SHALL CONSIST OF 6" OF CLASS 2 PERMEABLE
PER CAL TRANS SPECIFICA77ON 68- 1.025.
O4 UNDERDRAINS SHALL BE MINIMUM 6" SLOTTED PVC PIPE CONFORMING TO ASTM D3034 OR
CORRUGATED HOP CONFORMING TO AASHTO 252M. CLEANOUT PORTS SHALL BE A MINIMUM 8"
DIAMETER WITH LOCKABLE CAP AND PLACED EVERY 50' OF UNDERDRAIN LENGTH.
O BIOFIL7RA77ON BASINS SHALL BE PLANTED AND IRRIGATED WITH NATIVE, DROUGHT — TOLERANT,
NON— INVASIVE PLANTS SUITABLE FOR WELL— DRAINING SOILS.
SEE LANDSCAPE PLAN.
NOTE. SPECIAL INSPEC77ON OF ALL POST CONSTRUCTION BIORETENTION BASINS BY THE
ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE
FOLLOWING STAGES. PROGRESS PICTURES OF BIORE7EN77ON BASIN CONSTRUCTION SHALL
BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES.-
1. BASIN EXCAVATION
2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, ETC.
J. PLACEMENT OF GRAVEL LAYER
4. PLACEMENT OF ENGINEERED SOIL LAYER
5. FINAL BASIN GRADING
6. FINAL COMPLETED BASIN WITH VEGETA77ON ESTABLISHED
MATCH EX THICKNESS
MATCH EX THICKNESS
3'
AC PAVING
�n
3" CLR(TYP) 8� 8•3%
a. PCC CONC to
AC PAVING FOR PEDESTRIAN ACCESS
NO SCALE
Underground Service Alert
au mym m
CALL TOLL FREE
1 -600 422 -4133
m Damn Dare m loo an
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS -BUILT
Dt5lLVT �Y:
DGP wY:
ED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO,
- J
CITY OF ENCINITAS GPS PINT NO. 1021ISTA.NAME
ENC-21) ON THE CENTERLINE OF VILLAGE PARK WAY
AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST
OF WILLOW SPRINGS DRIVE, PER CITY OF ENCINITAS
SURVEY CONTROL NETWORK, 2.5" BRASS DISC
STAMPED "RCE 9416."
ELEVATION IS 264.32 NAVD88.
HORIZONTAL: NOTED
VERTICAL: NOTED
PLANS PREPARED UNDER SUPERVISION OF
DATE: q• 2Z' 17
R.C.E. NO.: C054564
RADLEY D. S ER EXP.: 12 -2017
RECO d E APPRO ED:
%��'/
S N NOWA /K
cs i -1 �! 7 %��6 ��
DATE DATE
GRADING PLAN FOR: �J ^ Y T
675 5 BALOUR DRIVE
SAN DIEGUITO UNION HIGH SCHOOL DISTRICT
APN 259-320-04,259-181-01
PLANNING CASE NO: 14 -210 CDP / 17 -048 SUBC
13350-G
BRADLEY D. SAGER DATE
REVIEWER INSPECTOR SENIOR ENGINEER
SHEET 4 OF 7
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-
_
0 ALL SHRUB AND 6ROUNDCOVER AREAS SHALL BE TOP DRESSED KTH A
MINIMUM OF 5" DEPTH MULCH TO RETAIN SOIL MOISTURE. CONTRACTOR
®
SHALL PROVIDE +R R . - _ ARCHITECTS APPROVAL,
CONTRACTOR, SHALL SUBMIT SOIL SAMPLES FROM INDICATED ON
.;
_ _ ; m .
TESTS SHALL BE R NUTRIENTS,
REPORT SHALL PROVIDE RECOMMENDED AMENDMENTS FOR: 'SURFACE
501L PREPARATION FOP, rvROUNDCOVER AND MA55 PLANTINC71 I 'TREE AND
i
I,
THE CONTRACTOR SHALL PROVIDE A OOPr OF THE REPORT TO THE
ARCHITECT PRIOR TO THE PLANT
,_
MATERIAL AND 15 EXPECTED TO FOLLOA ALL RECOMMENDATIONS STATED
IN THE REPORT.
FLANTINO 'N T
CHANGE NO.
�s
DESCRIPTION APPROVED DATE BENCHMARK
CITY OF ENC,INITAS GPS PNT NO, 1r71 (STA. DAME
ENC -21) ON THE CENTERLINE OF VILLAGE PA1�K WAY
AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST
- OF WILLOW SPRINGS DRIVE, PER CITY OF ENCINITAS
SURVEY CONTROL NETWORK. 2.5" BRASS DISC
STAMPED'RCE 9416."
ELEVATION IS 264.32 NAVD88.
SCALE
HORIZONTAL: NOTED
VERTICAL: NOTED
AS -BUILT
9/27/2017
ANTHONY D.LAWSON DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 9127/2017
NO.: 2348
NTHONY D. LAWSON EXP.: 03/31/19
NOTES:
STAKE TREE PARALLEL O
VIREOTION Or PREVAILINrp Yap.
BOX-(Q TAN
y
STAND
1.1
i k
d
Lk
ROOTBALL ABOVE
_
(2) 2' DIAMETER STAKES FOR 24' BOX
PETAL Or
DES
4 5MALLM (2) 2.5" DIAMETER STAKES
FOR 56" BOX 4 LARhER.
.100 CUT STAKES AS PIRECTED BY AR6HITEZT.
DRAIN ; f IN
0 2" LAYER MULCH MATERIAL UNLE55
- ABOVE
SPECIFIEP PROVIDE 2"
FINISH ORADE.
OLEAR SPACE AT TRUNK,
4' VIAI-IETER PERFORATED FVC, PIPE VV
FILTER FABRIC SET IN &RAVEL FILL.
(SM SPECIFICATIONS)
7REE
N.T.S. fg-I f!_5TK
Im
mm
d
am
29