2004-9200 G (Plans) WORK TO BE DONE GRA DING PLAN FOR
PRECISE
IMPROVEMENTS CONSIST OF THE FOLLOWING: OWNER P
THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD M do M DEVELOPMENT LLC
SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION 233 WILSHIRE BLVD SUITE 250
STREETS AND STANDARD REFERENCE DRAWINGS INCLUDING THE SAN DIEGO SANTA MONICA CA. 90401
REGIONAL STANDARD DRAWINGS (SDRSD). (760) 942 -1111
DE SCRIPTION SDRSD SYMBOL QUANTITY PH ASE I LEGAL DESCRIPTION
CATCH BASIN(BROOKS NO. 1212 WITH PARKWAY GRATE n THE NORTH HALF of THE NORTHWEST QUARTER OF THE NORTHWEST
OR APPROVED EQUAL) _ QUARTER OF SECTION 25, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN
AREA DRAIN (TUF -TITE ADI W /ADA GRATE OR APPROVED EQUAL) KEY MAP BERNARDINO BASE AND MERIDIAN, IN THE CITY OF
ENCINITAS, COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT
4" DRAIN PIPE/PVC SDR -21 1818 LF SCALE: 1" = 100' OF SAID LAND FILED IN THE DISTRICT FIELD OFFICE.
Q" ATRIUM[ GRATE (NDS #80 OR APPROVED EQUAL) ===o APN: 262- 073 -24
4" SEWER LATERAL S- 19,S -14 S 598 LF CONDITIONS:
8" SEWER LATERAL 5- 19,3 -14 S
651 LF HW1 APPROVAL OF THE 4(d) PERMIT IN
SEWER CLEANOVT S o- — S MANCHESTER AVENU - CO KNOT CO NS CO NSTITUTE T T AUTHORIZATION
PROPERTY LINE
FOR THE TAKE OF HABITAT AT THIS
TIME. THE CITY HAS A "FIRST COME,
PROPOSED SPOT ELEVATION 185.0 FIRST SERVED" POLICY FOR INTERIM
TAKING OF HABITAT LANDS THROUGH
KEY MAP & SHEET
SI►ALE THE 4(d) PERMITTING PROCESS, SUCH
I HAT THE TAKE WILL BE AUTHORIZED
INDEX LEGEND
0 A H TIME THAT A GRADING
SLOPE EItBANKI[EIV'I' (2:1 MAX) _ '+ PLAN IS SUBMITTED AND APPROVED BY
- :y
%�' ... THE CITY AS BEING WITHIN THE PROPERTY LINE
PUBLIC UTILITY EASEMENT ;' CUMULATIVE 5% TAKE LIMITATION FOR
HABITAT LANDS.
EXISTING TOPOGRAPHY LINE 135 + I LIMITS OF SHEET - - - - - -
.a fi \ I
SCE DRAINAGE FACILITIES ARE INCORPORATED
PROPOSED TOPOGRAPHY LINE
i INTO THE PROJECT'S DESIGN TO ENSURE 'T'I'T'I$ 8c NOTE SHEET
THAT LAGOON WATER QUALITY WILL NOT SHEETS i & 2
GRADING DAYLITE LINE )IL AIL AIL 't _ BE IMPACTED BY THE PROJECT. IN THE r
W ` I HARDSCAPE AREAS, OIL/WATER /SEDIMENT
PAD ELEVATION PAD 185.5 GRADING PLAN SHEET I
I SEPARATORS SHALL BE CONSTRUCTED TO 3 3
PAVEMENT LIMIT ,�, ,�, ,�, NOT A PART ♦r r - ENSURE THAT URBAN POLLUTANTS SHEET L
/
ARE
DUR TRAPPED. IN U LANDSCAPED R AND
SIDEWALK G -7
AREAS, FRENCH DRAINS SHAH. BE CO NTROL SHEETS
CYCLE
LIMN
INSTALLED TO COLLECT AND RE EROSION Co ,/
FIRELANE PAVING(MIN.) 7" REINFORCED CONCRETE OVER 9950 SF J I / RUNOFF OR To PROVIDE FOR SHEET 4 L`
COMPACTED SUBGRADE W A PERCOLATION THROUGH THE UNPAVED J
SANDBAGS QDOQD 1700 EA GROUND SURFACE.
HYDROSEEDING
9600 SF
1,
SILT FENCE 160 LF
NOTE: THE ISSUANCE OF A GRADING
1 f'
PERMIT CONSTITUTES AUTHORIZATION TO
DO ONLY THAT WORK WHICH IS
FINISH FLOOR ELEVATION FF. 96.0 #
' t %r DESCRIBED OR ILLUSTRATED ON THE
GRADING PLANS AND SPECIFICATIONS
APPROVED BY THE CITY ENGINEER. IT
ICED ; -•.� DOES NOT CONSTITUTE AUTHORIZATION
RETAINING WALL BULLETIN 221 230 SF ! , FOR NS
9 ^'� OFFSITE
TO PERFORM WORK
MANCHESTER AVENUE OR
NOTE: QUANTITIES ARE FOR BONDING PURPOSES ONLY. SEWER
- - - -- IMPROVEMENT PLANS. ALL "FUTURE
CONTRACTOR TO VERIFY QUANTITIES PRIOR To CONSTRUCTION. BUILDING" NOT APPROVED ON THESE
PLANS.
CONSTITUTE COMPLIANCE /SATISFACTION OF
THE CDP 96 -039 CONDITIONS. SEWER IMPROVEMENT
PLANS THAT MEET CITIES STANDARDS AND REQUIREMENTS
HAVE NOT BEEN SUBMITTED TO THE CITY.
IMPORTANT NOTICE
SECTION 4214/4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT IDENTIFICATION NUMBER
BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL
BE VALID. FOR YOUR DIGALERT I.D NUMBER
ABBREVIATIONS CALL UNDERGROUND SERVICE ALERT AT:
TOLL FREE 1- 800 - 422 -4133
AB AGGREGATE CONCRETE BASE MVC MIDDLE VERTICAL CURVE TWO WORKING DAYS BEFORE YOU DIG
AC ASPHALT CONCRETE NTS NOT TO SCALE
BC BEGIN CURVE P PAVEMENT
STATEMENT OF ENGINEER OF WORK BVC BEGIN VERTICAL CURVE PCC PORTLAND CONCRETE CEMENT NPDES STATEMENT /SPECIAL NOTE:
,���
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY BW BOTTOM OF WAIL
o
ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE CURB AND GUTTER PCR POINT OF CURB RETURN
c^, J 9 6 4 c '
WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RUIN AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. PE PAD ELEVATION NPDES
PERMIT No. 937S314886 �, �� w a� J
��► P
THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC CO CI.EANOUT PRC POINT OF REVERSE
CURVE E ELECTRIC PVC POLYVINYL CHLORIDE PIPE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQ OF STATE WATER RESOURCES SITE
v
�"
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL EH EASTBOUND RT RIGHT
CONTROL BOARD (SWRCB) ORDER NO. 99 -08 -DWG (N.P.D.E.S. GENERAL PERMIT NO. CAS000002), WASTE S ITE
SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR EC END CURVE RW RIGHT -OF -WAY
DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION
THE PUNS OR DESIGN OF IMPROVEMENT BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY ECR END CURB RETURN S SEWER
ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND A
OF ENCINITAS. ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM Ep EDGE OF PAVEMENT SD STORM DRAIN
MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE �
THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE EQ EQUIVALENT SDRSD SAN DIEGO REGIONAL
STANDARD DRAWING COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE NOTICE -OF- INTENT (NOI) WELL BE
AND SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. EVC END VERTICAL CURVE SW SIDEWALK FILED
WITH THE SWRCB. A COPY OF THIS PROJECT SHALL BE FILED WITH THE CITY OF IKNCINfAS WHEN
FC FACE OF CURB T TELEPHONE RECIEVED; FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER
FOR -�`1F'
FF FINISH FLOOR ELEVATION TB TOP OF BERM /DIKE THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECIEVED.
P
BY: DATE: FL FLOWLINE TC TOP of CURB U
RONM 4 HOUATAY FS FINISHED SURFACE TF TOP OF FOOTING IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF
THE PROPERTY COVERED LAGOON _
G GAS TG TOP OF GRATE BY THIS GRADING PERMIT ALL AMENDMENAMENDMENTS NO. 9200 -G AND BY SWRCB ORDER NO. 99 -08
-DWG, AND BY ANY SUBSEQUENT SAN
W
HP HIGH POINT TW TOP OF Dg THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN SECTION C.7 SWRCB
E
RCE. NO.: 29271 IE INVERT ELEVATION W WATER ORDER NO. 99 -08 -DWG.
IT S
M do M DEVELOPMENT LLC VICINITY MAP
NOT TO SCALE
n"
bk& inc. ENCINITAS FIR E PROTECTION DISTRICT
ksid pkr tV, CM , armytp BY• DATE• 5115 AVENIDA ENCINAS KATHY PORTERF'IE SUITE "L"
or CARLSBAD, CA. 92008 -4387 ( h 5 Lo 5
(760) 931 -8700 BY: U DATE <
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DEPT. DESIGNED By =AWN 8 " D APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
PV DP EIA
EN C. CNTRY. DAY SCHOOL DESCMPTION TOP OF A 3/4' MN PIPE APPROVED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND APPR D
PRECISE GRADING PLAN FOR MUP 98 -039
MUP D6—OS0 6442 —G, 6442— LOCATION: 30' EAST OF CI. OF MANCHESTER_
1562 —IR, CS 350 I AYE., 700 SOUTH OF INT. OF HORIZONTAL N/A DATE: -ZO- as BY: BY: - ENCINITAS COUNTRY
DAY SCHOOL
9200 -G 2
mANcHzsTn AVE./EL CAMINO ItEAI, l 3t 05 R.C.B. NO. 29271 . 2 O
VERTICAL N/. BY: RONALD L. A DATE DATE: PHASE 1
ZMATIONi: 45.1$ DATUM: NAVD 88 V DATE EXP. 3 -31 -07
WO RK PROJECT N0. M 9e -039 1 SHEET 1 OF 5
WO 505 - 0704 -600 DATE: 01 -11 -200
GENERAL NOTES 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE G. ITEMS C. D, E. AND F OF THIS SUBSECTION MAY BE OMITTED
ON DRAIN PIPE DATA
MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND
FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES N0. DELTA OR HEARING RADIUS LENGTH REMARKS
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION ALLUVIAL SOILS FIRM NATURAL GROUND. THE S SHALL HE REMOVED TO
1 N64 55 56 W 31.25 4 PVC SDR 21
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 8" AND THEN COMPACTED TO A
H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIXING
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR 2 N25 °04'04 "E 11.50' 4" PVC SDR 21
APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH BROADCASTING
BEFORE HYDROSEEDING. 3 N85 0 01'27 "W 22.00' 4" PVC SDR 21
, ,. .
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN • " PVC SDR 21
4 40.70
2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION ENCINITAS COUNTRY DAY SPECIFICATIONS. UNOPENED CONTAINERS WITH THE CALIFORNIA DEP
OF
N36 04 21 E 4
CINTTA3 CALIFORNIA. ROJECT N0. 06216 -22 -01 PREPARED BY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
5 N28 °5337 "E 31.21' "
SCHOOL, EN RNIA, E CERTIFICATION TAG ATTACHED TO OR 4 PVC SDR 21
GEOCON, INC., DATED NOVEMBER 19, 1998, AND UPDATE LETTERS DATED
FOOD AND AGRICULTURE ,
SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE STAPES OF EXCAVATIONS
AND EMBANKMENTS SHALL. BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY pgENTED ON SAID CONTAINERS. 6 N25 °04'04 "E
71.00' 4" PVC SDR 21
AUGUST 19, 2003 AND MARCH 29, 2004 SHALL BE CONSIDERED AS PART OF THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL J.
NON -PHYTO -TOXIC WETTING AGENTS MAY HE ADDED TO THE " "
THIS GRADING PLAN. ALL GRADING SHALL HE DONE IN ACCORDANCE WITH THE STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR HYDROSEED SLURRY
AT THE DISCRETION OF THE CONTRACTOR. 7 N25 • 04 04 E 13.00 4 PVC SDR 21
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHAIL BE 8 N85 0 01'27 "W 31.50' 4" PVC SDR
21
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED 2. 'TYPE
i MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 IBS. PER ACRE.
R ACCORDANCE WITH THE GRADING ORDINANCE. 'TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART FOR 9 N76
35 ' 06 " W 100.00 ' 4 " PVC SDR 21
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST 10 N64°55'56 "W 28.15' 4" PVC SDR
21
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO
LESS THEN
TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF- 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL
501 OF THE STRAW INTO THE SOIL. 11 N01 0 57'49 "E 81.83' 4" PVC SDR 21
APPROVALS WAYS. SEPARATE APPS AND PERMITS FOR THESE SHALL BE REQUIRED IN COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CO
CONJUNCTION WITH I ROVAL PLANS. SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEA WITH A NEAT AND FINISHED 3. FERTILIZER CONSISTING OF
AMMONIUM PHOSPHATE SULFATE 16 -20 -0, WITH 12 N74°42'08 "E 129.33' 4" PVC SDR 21
APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS 151 SULPHUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
13 N32°20'01 "W 41.62 4" PVC SDR 21
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO AREAS
TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: "
THE DISPOSAL OF ANY SUCH MATERIAL. 14 N68 43 18 W 34.00 4 " PVC SDR 21
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
COMBINATION OF: 15 N64°55'56 "W 60.00' 4 PVC SDR 21
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR EROSION C 0 N T R 0 L A. TRACK WALKING SLOPES STEEPER THEN 6:1.
16 N35 27' 52 "E 18.73 4" PVC SDR 21
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KATHY PORTERFIELD AT B.
RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM A ABOVE.
GRADING. (760) 942 -1111. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 17 N25 °57'30 "E
27.33 4" PVC SDR 21
A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT 18 N38 0 47' 30 "E 25.47 4" PVC
SDR 21
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT
" "
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
NOT SATURATED SEED BED. 19 N64 02 30 W 13.63 4 PVC SDR 21
A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID B. THE ADDITION
OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING 20 N25 0 57'30 "E [ 400.9999 ' 4" PVC SDR 21
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR 21
N84 0 29 45 E 44.57 4" PVC SDR 21
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL., 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE GROWTH.
22 N46 0 49'34 "E 15.05' 4" PVC SDR 21
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. APPROVAL OF THE ENGINEERING INSPECTOR. HYDROSEEDED AREAS SHALL BE MAINTAINED
TO PROVIDE A VIGOROUS GROWTH 23 N85 0 01'27 "W 10.18' 4" PVC SDR 21
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MLLE OF A STRUCTURE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS 24 N85 0 01'27 "W 23 .07' 4" PVC SDR 21
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF COMPLETED
AND ALL SECURITY R ELAX .
P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. PRODUCING RAINFALL. 25 N28 °31'41 "W
30.00 4� PVC SDR 21
ENVIRONMENTAL DATA 26 N79 20 W 20.39 4 PVC SDR 21
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS
i 27 N50 °37'31 "W 20.39' 4" PVC SDR 21
BEEN HELD ONSTIE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING .
STEEPEST EXISTING NATURAL SLOPE ON -SITE T ING SLOPE 28 N24 55 01 " E 28.63 4 " PVC SDR 21
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMIfTEE. THE OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. (SITE HAS BEEN ROUGH
GRADED)NO NATURAL EXISTING
PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN 2. MAXIMUM VERTICAL DEPTH OF CUT = 8 FT
29 N21 °29'47 "W 51.88' 4" PVC SDR 21
ADVANCE BY COILING 760- 633 -2770.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL. TAKE NECESSARY 3. MAXIMUM VERTICAL DEPTH OF FILL = 3.0 FT
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 30 N39 02 . 31 " E 9.75 4 " PVC SDR
21
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED WATERS CREATE A HAZARDOUS CONDITION. 4. AVERAGE DEPTH OF CUT =
500 C.Y. X 27 31 N64 ° 02'30 "W 10.10' 4 PVC SDR 21
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL. SUBMIT TO AND
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. 7. ALL. EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
3,500 SF = 3.86 FT 32 N25 0 04'04 "E 5.10' 4" PVC SDR 21
THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE SHALL BE INCORPORATED HEREON. 5. AVERAGE DEPTH OF FILL = 500 C.Y.
X 27 N64 °55' 56 "W 54.43 "
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 8. GRADED AREAS AROUND THE PROJECT PERIMETER Musr DRAIN AWAY FROM THE EARTHWORK
7000 SF = 1,93 FT 34 N2N25' 17.87' 4" PVC SDR 21
33 4 PVC SDR 21
ii. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR
FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 35 N69°30' 18 "W 12.96' 4" PVC SDR 21
TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED __
CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF
CUT 500 C.Y. 36 N25 0 04'04 "E 5.10' 4" PVC SDR 21
-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE EACH WORKING DAY WHEN THE FIVE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS per, = 500
C.Y. 37 N64' "W 54.43 4" PVC SDR 21
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". FORTY PERCENT 40% SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH
THIS STATEMENT SHALL HE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL RAINFALL IMP /EXPORT = 0 C.Y. 38 N25 °57'20
"E 54.18' 4" PVC SDR 21 RAINFALL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION 39 N81 °36'16 "W 26.00' 4"
PVC SDR 21
lo. SHOULD GERMINATION OF HYDROSEEDED STAPES FAIL TO PROVIDE EFFECTIVE O�+I�NER'S CERTIFICATE 4 o N 5 6•os'2 1 "W
40.00' 4" PVC SDR 21
NOTIFICATIONS: COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHALL. BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR 1 41 N60 0 10 '34 "W 40.00' 4" PVC SDR 21
SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. OF CALIFORNIA DEPARTMENT OF CONSERVATION. WILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY AND ADVISE ON THE OSEWER LATERAL DATA
TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING LrMTTIES EXCEPT AS COMPACTION AND STABILITY OF THE SITE.
SHOWN ON THESE PLANS, HOWEVER:
e74 - Os, N0. DELTA OR BEARING RADIUS LRNGTH REMARKS
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 1 N16 0 28'34 "W 72.05' 6" PVC SDR
35
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE VARIES KATHY PORTER 2 N25 0 04'04 "E 88.32'
6" PVC SDR 35
WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE M&M DEVELOPMEMT, IL.C., A CALIFORNIA LIMITED LIABILITY COMPANY -Go
F E ° xc vA�TION °F�o�vE AND ioc A Tlox�o�Us ° A R xn ° " o -s' � DECLARATION OF RESPONSIBLE CHARGE 3 N13�41;53 »W
33.zo; e PVC SDR 35
NOTIFICATION o f COMMENCEMENT of WORK: FLOW �LINE of � �,� 4 N50 46 14 1I 40.00 ' 4 PVC
SDR 35
A. SEVERS - CARDIFF SANITATION DISTRICT (760) 633 -2770 PAD ELEVATION I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK SHOWN
ON SHEETS i THROUGH 5 5 N81 °48'34 "W 50.00 4" PVC SDR 35
_ _ _ _ _ _ _ _ FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN 6 N26 °20'36 "W
36.00' 4" PVC SDR 35
B. GAS Ac ELECTRIC -SAN DIEGO GAS ac ELECTRIC -8O0- 422 -4133 21 X 1X 1L OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE
BUSINESS AND PROFESSIONS CODE, • " 39.82' "
6 VAX 2 7 N85 37 28 E 6 PVC SDR 35
WATER OLL�V]ENHAIN MUNICIPAL WATER DISTRICT 780 753 646 WITH CURRENT STANDARDS.
C. CONSISTENT
AND THAT THE DESIGN IS
D. TELEPHONE - PACIFIC HELL - 8O0- 422 -4133 YIN 2% U'LS 8 N85 0 37'28 "E 23.11' 6" PVC
SDR 35
E. CABLE TV - DANIELS CABLEVISION - 760 - 931 -7000 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY
F. SAN DIEGUITO WATER DISTRICT (760) 633 -2605 OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER
9 N25 0 04'04 "E 129.62' 6" PVC SDR 35
G. LRUCADIA COUNTY WATER DISTRICT (760) 753 - 0155 OF WORK, OF MY RESPONSIBILITY FOR PROJECT DESIGN. 10 N64
0 55'56 "W 66.17' 6 PVC SDR 35
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 46 HOURS PRIOR TO g' MIN 11 N77 "E 49.14' 6" PVC
SDR 35
BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633-2770. t •
12 NO1 36'30 "W 51.28' 4" PVC SDR 35
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION PHONE: 10114 & � nc w �' c#A H No.2�z'rl
760 633 �Y 13 N25 °04'04 "E 23.92 4" PVC SDR 35
- -2 770. AIL. WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
SUBJECT TO REJECTION AND REMOVAL.
5115 AVENIDA ENCINAS Ems. 3- 3 1--07 14 N85 37 28 " E 50.73 . 4 " PVC SDR 35
SUITE L 15 N25 04 04 E 59.73 4 PVC SDR 35
FOOTING /SWALE DETAIL CARLSBAD, CA. 92008 -4387 �or I` �d ` 16 N86 °59'40 "E 108.23' 4" PVC SDR
35
GRADING NTS (760) 931 -8700 '
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR HYD R 0 S E E D 17 N25 °04' 04 "E
33.13' 4" PVC SDR 35
UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION 1. HYDROSEEDING SHALL BE APPLIED TO ALL STAPES THAT ARE GRADED 6:1
HY: 6tir DATE. I - 2 � Of 18 N25 0 04'04 "E 50.00' 6" PVC SDR 35
PLACEMENT AND COMPACTION OF FIIIS AND BACKFII.IS AND COMPACTION OF
TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL HORIZONTAL TO VERTICAL OR STEEPER AND WHEN THEY ARE: RONALD L. HOLLOWAY SIG
TURF 19 N01 0 35'20 "W 50.00' 6" PVC SDR 35
DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.. UPON COMPLETION OF A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. R.C.E. NO. 29271
EXP. DATE: 03 -13 -07 20 N61 20 + 53 " E 50.00 6 " PVC SDR 35
GRADING OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE , N67°45'03 "W 65.00' 1 4" PVC
SDR 35
MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN HIS /HER OPINION, B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT
TO SOILS ENGINEERS CERTIFICATE
V
ALL El[H A11flOa[ENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS I,
JOSEPH J. VETTEL, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA.
T L. EMBANKMENTS AND EXCAVATIONS
THE APPROVED GRADING PLANS AND THAT AL
ARE ACCEPTABLE FOR THEIR INTENDED USE. APPROVED BY THE CITY ENGINEER. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
HEREBY
CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
GRADE LL EXCAVATED SURFACES TO PROVIDE 2• CONTRACTOR SHALL IRRIGATE TO MAINTAIN THE MOISTURE LEVEL OF THE SOILS AT SITE WAS MADE BY ME
OR UNDER MY DIRECTION BETWEEN THE DATES OCTOBER 19, 1998
2. THE CONTRACTOR SHALL PROPERLY THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED AREA. AND NOVEMBER 19, 1998. ONE COMPLETE COPY
OF THE SOIL'S REPORT COMPILED FROM
PON ADE ALL
POSITIVE DRAINAGE AND PREVENT WATER. HE /SHE SHALL CONTROL THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE
OF THE
SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: CITY ENGINEER
ALONG WITH AN UPDATE LETTER DATED AUGUST 19, 2003.
WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY
THAT THE
FRESHLY GRADED AREAS UNTIL. SUCH TIME AS PERMANENT DRAINAGE AND EROSION 1. SEED MIX SHALL CONSIST OF NO LESS THAN: RECOMMENDATIONS INCLUDED
IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN V
CONTROL MEASURES HAVE BEEN INSTALLED. INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
A. 20 LBS. PER ACRE OF ROSE CLOVER PROJECT NO. 21 -23 -
B. 20 IBS PER ACRE OF ZORRO FESCUE ujm C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA ,� ,G�Q1i
J.
D.
4 LBS. PER ACRE OF A CHIII FA MILLEFOLIA
w �� No.2401
E. 3 LBS. PER ACRE OF ALYSSUM CARPET OF SNOW R.C.E.: `
F. 1/2 1B. PER ACRE OF DIMORPHOLECA /
G. ITEMS C, D. E, AND F OF THIS SUBSECTION MAY BE OMITTED ON EXP. DATE- q 1 3 0 / 0 (o yr cHN \
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE GEOCON INC. �oF C
FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 6960 FLANDERS DRIVE, SAN DIEGO, CA 92121 -2974 t
(858) 558 -8900
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED sir DRA M cmcc� �" APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO.
PV C. CNTRY. DAY SCHOOL DE3CRnMON TOP OF A 3 /4' (DON PIPE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDS
APPR D % PRECISE GRADING PLAN FOR: MUP 98 -039
NM 96-M A44E -G. "42-L LOCATION: 30't SAS! OF CL OF WINCHESTER
HORMONAL " / A DATE: N- 0 •0s BY: BY: ENCINITAS COUNTRY DAY SCHOOL 9200-G
1562 -Lit, CS 350 I AVL. 700't SOUTH OF INT. OF d
29271
R.C.E . of PHASE 1
WINCHESTER AVB. CA1aN REAL No DATE: DATE .Z X18
� ��, N/A ON I.. HOLLOWAY
45.12 • NAVD dd - -07 _
ELEVATION: 45.1 EXP. 03 31 WORK PROJECT N0. Y.U.P. 98 039
SHEET 2 OF 5
WO 505- 0704 -600 DATE: 01 -11 -2005
I
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1z �
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4& 8 0 FG
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4•
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FUTURE BUILDING I %, 4 • 1 • _ SEE ARCHITECTURAL PLANS
6 C. 0. ,- FOR AMPHI THEA TER DETAIL --L
39.3 /. E. 44.5 T. G.
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46.08
TW 46.2
PE= 45.0 L- _j rw 47` I _
FG 42.2 k 42-0 � 42.
T
4 2. 40.0 1E 42.17 `
40.0 !E ..
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� � 45.7 HP
FG 43 8 TW 46.0
ay
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k 4 /
RETAINING WALL
38.3 LE. �� ti r r N 45.7 HP PER ARCHITECTURAL PLANS. '
j' 1X 1X f--- 6 '' I
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2X MECHANICAL 43.8 TW 46.0 2 1 38.7 LE. /
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lie 41.2 T.G. �' I • ~ SEE FIRE LANE 7.96 33.0 L E.
39.9 LE. 41.76 41.6 �1r PA ENT SECTION 4.4 I.h.
41.7 4
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_ tx 36.2 TG
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41.76 6' C.Q ��.':` I 38.54 S S f _ 6.76 SCHOOL BLDG. B
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35.0 T.G.
at 39.0 T.G. ❑ ❑ 11 28.5 L .
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5.3 I.E. MECHANICAL 1 %�
39.9 1. G �f • _ r 37.9 L E.� .� PAD 39.7 S
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p 9 L ,L►
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3
.� 40.8 T. G. HP 1 ADMIN. BLDG. C 7.2 1. E. 39.70 9•
41.2 ti 1. FF =39 PE= 36.0
v 41.72 G. 39. 2_ _ X 24 PER L6442- /35.0 T. G
i T. 7 �� \ 1 � ' G
40.8 31.1 1. E. -
N MECHANICAL t-'� I j
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4 26.76 I.E. J
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TRANSISTFON TO
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NOTE. FAR SIDEWALKS SEE EXfST)NG 8' A lE SEiiER
ARCHITECTURAL SITE PLAN i
PER DRAWN CS / / / / / / . •
71 =7.0 NOTE FAR DATA TABLE SEE SHEET 2 of i/ ,
N,
12 SUBGRADE COWACTIAN TO 95z
MINIMUM RE - LA71W COMPACTION PER AS1M
D1557 -91 No. 29271 ? i
Exp. 3/31107
FIRE LANE( PAVEMENT SECTION)
xrs 20 10 0 20 40 60 L' I V ! f
7
OF CA��
SCALE: 1' - 20'
REVisioxs APPROVED DATE RI ERENCES DATE BENCHMARK SCALE py MUM zR m � "` APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO.
ENC. CNTRY. DAY SCHOOL DESCRIPTION TOY OF A 3/4' I m PIPE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR
PRECISE GRADING PLAN FOR: MUP 98 -039
UM GO-Oft "42-G, _ LOCATION: 3VA aasr fW a °f gMZONAL 10�A' DATE: 1 -U ""Of BY: BY. E N C IN ITAS COUNTRY
DAY SCHOOL
"42 -J. 1502 -iR C.9 350 I A VIC . 700** 9OUTH OF INT. OF I �w A 9200-G
R.C.E.
N0. 29271
I/AIrCAES'! S. CA iISA 3 PHASE 1
� - �q�, 11 /A RONALD L. HOLLOWAY AY DATE: S DATE:
IIsvATION: _ - 46.1z DAnW: NAVD ee EXP. 03 - 31 - 07
woRg PROJECT No. Y.U.P. 98 - 039 SHEET 3 OF 5
WO 505 -0704 -600 DATE: 01 -11 -2005
II
EROSION CONTROL PLAN
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TO SEC770N 25.24.510 A h D OF ENC7NITA8 MMCIPAL CODE. ! /
�' C�V �
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t
ptrm AM ODED DATE REFEMCES DATE BENCHMARK SCALE D " muw >R cI >R APPROVALS CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRAWING NO.
EM CN'7°ItY. DAY SCHOOL SCALE
TOP OF A 5/4' LEON PIPE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND E APPR PRECISE GRADING EROSION CONTROL
PLAN FOR: MUP 98 -039
1rt1P Ed —Ow 544z- 6,1542 -1 LO(`„ATtON: 30'* EA.4t OF Q. of 1LAlIt �I�3'�
HOMONAL N�• DATE: i- t.0 -o3 BY: BY: ENCINITAS COUNTRY DAY SCHOOL 9200-G
YE., 700 t SOUTH OT I'!'. OF �1 2
MMC sI M A�-� C M WAL vomm N/A RONALD L. HO IIAY R.C.E. N0. 29 1 DATE: DATE: s PHASE 1
EL: ATION: 45.12 DATUIi. NAYD 88 EX. 03-31 1 9
woRg PltorECr NO. M.U.P. 9 -039 SHEET 4 OF 5
WO 505- 0704 -600 DATE:01 -11 -2005
STORMWATER POLLUTION CONTROL BMP NOTES
RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT WASTE MANAGEMENT
CONTRACTOR SHALL ESTABLISH AND USE AN CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY
ADEQUATELY SIZED CONCRETE WASHOUT AREA TO DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL MATERIALS. DUMPING OF UNUSED OR WASTE
TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PRODUCTS ON THE GROUND, WHERE WATER CAN
PIASTER AND THE LIKE INTO THE STORMWATER CARRY THEM INTO THE CONVEYANCE SYSTEM IS
CONVEYANCE SYSTEM OR ANY RECEIVING WATER. STRICTLY PROHIBITED.
CONTRACTOR SHALL POST A SIGN DESIGNATING THE
WASHOUT LOCATION. NO SEEPAGE FROM DUMPSTERS SHALL BE
CONSTRUCTION SITE ACCESS DISCHARGED INTO STORMWATER. BERMS/DIKES
A STABILIZED CONSTRUCTION SITE ACCESS SHALL SHALL BE PLACED AROUND DUMPSTERS TO DIVERT
BE PROVIDED FOR VEHICLES EGRESS AND THE NATURAL STORM RUNOFF. DUMPSTERS SHALL
INGRESS TO PREVENT TRACKING DIRT OFF SITE. BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTERS
THIS SHALL INCLUDE USING MATERIAL SUCH AS LIDS SHALL REMAIN CLOSED AT ALL TIMES.
DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN
GRAVEL AND /OR CORRUGATED STEEL STRUCTURES WITH IMPERVIOUS ROOFING
PANELS /PLATES. OR COVERED WITH TARPS IN ORDER TO AVOID RAIN
CONSTRUCTION VEHICLES CONTACT WITH ANY TRASH MATERIAL.
A SPECIFIC AREA WAY FROM GUTTERS AND MANY CONSTRUCTION MATERIALS, INCLUDING
STORMDRAIN SHALL BE DESIGNATED FOR
CONSTRUCTION VEHICLES PARKING, VEHICLE SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS,
REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. BROKEN ASPHALT AND CONCRETE, WOOD, AND
CLEARED VEGETATION CAN BE RECYCLED.
ALL MAJOR REPAIRS SHALL BE MADE OFF -BYTE.
NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN
EROSION CONTROL APPROPRIATE LANDFILL OR DISPOSED OF AS
HAZARDOUS WASTE. FOR MORE INFORMATION ON
EROSION CONTROL MUST BE PROVIDED FOR ALL DISPOSAL OF HAZARDOUS MATERIAL, CALL. THE
EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY HAZARDOUS WASTE HOTLINE TOLL FREE AT (600)
SHALL BE PROTECTED AGAINST EROSION BY 714 -1195. FOR INFORMATION ON LANDFILLS AND TO
INSTALLING EROSION RESISTANT SURFACES SUCH AS ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
EROSION CONTROL MATS, ADEQUATE GROUND COVER
VEGETATION, AND BONDED FIBER MATRIX.
POLLUTANTS SHALL BE KEPT OFF EXPOSED
NO EXCAVATION AND GRADING ACTIVITIES ARE SURFACES. PLACE TRASH CANS AND
ALLOWED DURING WET WEATHER. RECYCLING RECEPTACLES AROUND THE SITE.
DIVERSION DIKES SHALL BE CONSTRUCTED TO PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER
CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR
CONTRACTOR SHALL PROTECT CHANNELS AGAINST SHALL PROVIDE SECONDARY CONTAINMENT AND WCATE
EROSION USING PERMANENT AND TEMPORARY PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS
EROSION CONTROL MEASURES. ON PERVIOUS SURFACES.
REMOVE EXISTING VEGETATION ONLY WHEN ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM
ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE THE STREET, GUTTER, AND STORMDRAIN.
CONDUCTED IN PHASES TO AVOID UNNECESSARY CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP
REMOVAL OF THE NATURAL GROUND COVER. DO NOT MATERIAL THAT MAY HAVE TRAVELED AWAY FROM
REMOVE TREES OR SHRUBS UNNECESSARILY; THEY CONSTRUCTION SITE.
HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON
SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL
PURPOSES. EROSION SHALL BE PREVENTED BY
PLANTING FAST - GROWING ANNUAL AND PERENNIAL
GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS
POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE
MINIMIZED.
ON —SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE
PLACE TO PREVENT SEEPAGE AND SPILLAGE.
CONTRACTOR SHALL STORE THESE PRODUCTS WHERE
THEY WILL STAY DRY OUT OF THE RAIN.
CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT FOR AIL FUEL STORED ON -SITE.
ELIMiINATE OR REDUCE POLLUTION OF STORMWATER
FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY
INCLUDE SOIL, PARING MATERIALS, ASPHALT
CONCRETE, AGGREGATE BASE, ETC. STOCKPILES
SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER FLOWS AND STORMDRAIN INLETS.
STOCKPILES SHALL BE COVERED OR PROTECTED WITH
SOIL STABILIZATION MEASURES AND PROVIDED WITH A
TEMPORARY SEDIMENT BARRIER AROUND THE
PERIMETER AT AIL TIMES.
TRAINING
CONTRACTOR'S EMPLOYEES WHO PERFORM
CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE
TRAINED TO BE FAMILIAR WITH THE CITY OF
ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES SHALL BE
AVAILABLE TO EVERYONE WORKING ON SITE. THE d1
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR d
MUST INFORM SUBCONTRACTORS ABOUT U
STORMWATER REQUIREMENTS AND THEIR OWN
RESPONSIBILITIES.
No. 29271 `
* Ezp.3 /31/07
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REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE °E $" �`"D s " �" APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO.
C. CNTIZY. DAY scHOO DI�IMON TOP OF A s /4" MON PIPE PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR4 PRECISE
GRADING PLAN FUR: MUP 98 -039
MUP �-OU "42-C, �- UXATI 30•t EAgr OF CL OF MANCHISM HOZZONAL N/A DATE: 1 -U- of W ,/lit , _ BY: ENCINITAS
COUNTRY DAY SCHOOL
1562 -M CS 350 I AVE., 7 00'* SOUTH OF INT. OF � �w -' 9
MANCHESTER A�•/K CAM IN 12AI. �, N/� ONALD L. HOLLO AY R.C.E. N0. 29271 DATE: 2 O S DATE: A /18 /oi�
PHASE 1
ELEVATION: 45.12 DAB NAVD 66 EIXP, 03 -$1 -07
WORN PROJECT xo. M.v.P. 96 - os9 SHEET 5 OF 5
WO 505 -0704 -600 DATE: 12 -05 -2004