2008-973 SG (Plans) ,
�.,. yl ST
_ V>
c' wxy 1 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE STORMWATER POLLUTION CONTROL %UP NOTES
(PART A) REL.ITME TO CONSTRI:ICTION XLT1VI'1TES O19NrrS LIFO IAcNEI
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND MARK AND SUSAN McKENNA
OWNER iS TO MAiN A CONSTRUCTION PERMIT FROM THE ENGINEERING ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE WASHOUT
E F
DUSTY TRAIL L ST �_
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING iN THE PUBLIC RIGHT OF ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES, ROOTS
E 3137 137 D CA 9 W F
WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH
CONTRACTOR SMALL ESTABLISH AMD USE AN ADEQUATELY S12ED CONCRETE PHONE: 760 -123 -4567
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY OF THE OWNER TO ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, TE:
MOR Z N
- -- KNOW WHERE HIS HER PROPERTY UNE -�- - - - -- - -- AND TOP QE�I L- - - -- - - - - - -- _ - -
- - - --
IN ACCORDANC€�4ITH -THE GRADING STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. _BITE
ADDRESS: 03 E ST - o
OROlNdL�ICE CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. `� �^ W G ST 0 z
RerNAC.E NOTE. 0
1838 4TH STREET N c
16. ALL TREES, BRUSH, CRASS, AND OTHER OBJECTIONABLE MATERIAL SMALL BE CONSTRCCTM SI'Z'E ACCESS x 0 0
PN N =i
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY ..COLLECTED, PEED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR 'd0
• ENCINITAS CA 92024 v c T
LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED
_ - -- ACCESS SHALL BE PROVIDED FOR V A _.2$ -17 -Q, dt 114 - r E H
A STABILIZED CONSTRU - CTION SITE VEHICLES EGRESS AND INGRESS TO PREVENT W H ST '
2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL TRACKING
DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS (%RAVEL AND/OR CORRUGATED SITE v WE A
1
- 'SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE PANEL$/PLATES S TFFI x _
1= DESCRTPTION: gn 4TH ST 0 Z
- Arl= MOTE: - DISPOSAL OF ANY SUCH MATERIAL.
ALL UTILITIES SERVING THIS SITE SMALL K �1STALI�D UNDERGROUND. � rI 1 T � ..
S. NOTIFICATIONS YFHir`rFC -
- LOT 3: ST rrLSb & PAR i v m E i ST
4: 5T CLSD1PAR 2 TR 9497 �••-rf x,.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES __- A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL
BE DESIGNATED FOR CONSTRUCTION VEMiCL€'S - - -- ��
'SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE PARKING, VEHICLE REFUELING, AND fipUTJNE EQUIPMENT MAINTENANCE.
ALL MAJOR REPAIRS SHALL BE MADE
�. CENE'ItA2.
VEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON OFF -SITE. OCEAN E J
`=
THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY tUl1IiER'S CERITLHCATS W J
T. ALL WORK SHALL BE DONE iN ACCORDANCE WITH THESE PLANS, SHE MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION
CONTROL. MAP
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSiBWiY i0 CONTACT THE FOLL01GI17G
i (WE) HEREBY CERTTF THAT A REGISTERED SOILS ENONEER O�
C ONSTRUCTION STANDARDS OF THE - CITY -OF fNCINITAS AND THE SAN DIEGO O WNERS OF SAID UTILITIES OR STRUCTURES PRIOR - - - ---- - - EROS ION CONTROL
MUST BE PROVIDED MR -ALL EROSIVE SURFACES. SLOPED SURFACES ESPECJALLY SHALL -8E � � GEOLOGIST -HAS BEEN O R WILL -BE TO - SUPERVISE
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES
0 ANY EXCAVATION, FOR VERIFICATION AND - LOCATION OTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION
CONTROL MATS, OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION
HALL BE APPROVED BY THE CITY ENG INEER PRIOR TO "
'SHALL O ANY RE UEST FOR REVISIONS THEREFROM COMMENCEMENT OF WORK: - ADEQUATE !GROUND COVER VEGETATION, AND BONDED FIBER MA
TRIX. A N D STA OF TH E SITE.
S
-- - -- - -- - -- A. SEWERS t`SD 760 - 833 -2770 -- - -- -- - - - -- - -- -- - -- -- - -- - -- - -- - - - --
- - - - -- - -- - - -- -- - -- -- -- - - -- -- - - -- - - - -
`INSPECTION. � �
-_ - -- - -- B. GAS & ELECTRIC - SD ION GE - (760)- 438 -6200 NO EXCAVAT AND GRADING; ACTIVITIES ARE ALLOWED
DURING -_ DATE:
2. THE SOILS REPORT TITLED REPORT OF BLUFF STABILITY ANALYSIS, EXISTING
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2¢OQ WET WEATHER. = ,
Y
SINGLE- FAMILY RESIDENCE, 838 FOURTH STREET, ENCINITAS, CALIFORNIA ", ". . TELEPHONE - SBC BELL - (760)-4-89-3411
A ", FOR VIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR
- COX COMM TI NS- (740) - 606 -9809 X -3233 Q
THIS PROPERTY PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED MARCH IE � SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
TWQ ERQSIQN CONTROL MEASURES. SIGNATURE;
_...__ 2008. PROJECT #CAE 2070453.03 AND LETTER TITLED "SWIMMING POOL _ ..-- - -, A�IARK OR SUSAN MCKENNA
O ACKFILL RECOMMENDATIONS, MCKENNA RESIDENCE, 838 FOURTH STREET, Y C SMALL iVOT1fY TFf€ CITYTfGffV€ER'S OfF�E +F8 HOURS - PRIOR TQ -
_.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
' ENCINITAS, CALIFORNIA", DATED JANUARY 25, 2007, PROJECT JICWE 2070453.02 BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) -633 -2770. PHASES TO
AVOID UNNECESSARY REMOVAL OF THE NATURAL I�34U1`ID COVER. D9 AIOI REMOVE TREES OR SHRUBS -. -•-__ �w__ -�. _.. _.__. � „,�,,
, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL __ _� _ JNNECESSARI,L,Y; THEY HELP DECREASE EE3OSlOi�l,
BOILS ENGINEER S CERTIFICATE �-
Y
ZODiTAlAlFJZ � SAID REPORT. . 3. THE CONTRACTOR 'SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
$E DONE IN ACCORDANCE WITH THE RECOM MENDATIONS AND SPECIFICATIONS (780 )- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECT" Vi1LL BE TEMPORARY
VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PUNNED
{, wa r_ t4 A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, .. •
SUBJECT TA REJECTION AND FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PUNTING FAST - GROWING ANNUAL AND PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A
S. APPROVAL OF TFIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIM, I �VAL _ PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. --
" SAMPLING AND STUDY OF THE - SOIL CONDITIONS PREVALENT _WITHIN THIS SiTE WAS MADE BY JAE OR
LOCATION AND TYPE OF DRANAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN UNDER MY DIRECTION ON 03- 11 -08. ONE COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM
STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL ?• EROSION CONTROL (SEE, ALSO MST MANAGEMENT PRACTICES NOTES SEE SHEET 3)
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED
TO THE OFFICE OF THE CITY ENGINEER.
IBE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. - - - FURTHERMORE, 1 HAVE REVIEWED THESE GRADING PUNS
AND CERTIFY THAT THE RECOMMENDATIONS
EMERGENCY MORK >S REQUIRED CONTACT MAR ixCRERiFTA AT � USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ELIDED IN
1. IN CASE - - -
EMER CORf C
IN THE SOILS REPORT FOR THiS PROJECT HAVE BEEN INCORPORATED IN THE
IN
E GRADING PLANS
•;�...
�M.
WREN PERMISSON SMU BE OBTATNED FOR AW SPTSITE (858) -765 -2607, 24 HOURS. -_ ---- ____ -- e__ -_ AND SPECTFI
TIONS.
ION -SITE CONSTRUCTION MATERIAL STORAGE s,
GRADING.: .,
' 2. ET.hJIPMENT AND WORKERS MR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL ,�, __- - oFessi
15. CONTRACTOR SHALL TAKE ANY NECMAPY P ECAUTIONS REQUIRED TO TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS STORED
MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT QQA k Y ;
:PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE STOCKPILED ON SITE ON OCTOBER i. AT CONVENIENT LOCATIONS TO SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION FACILITATE RAPID CONSTRUCTION QF %WQ Y OLACES WHEN RAIN IS �j�T, WHERE THEY
WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL r Me.tlEZts Z
EXISTING PRIOR TO GRADING. rn
x _ _ r „
PROVIDE SECQ1yDARY CONTAINMENT FOR ALL FUEL STORED ON-SIT€. EXP. DA � _ - d T � � "�.si•zG•r>a �
3. DEVICES SHOWN ON PUNS SHALL NOT BE MOVE DR MODIFIED WITHOUT THE CWE 2Q70453.03 s
. THE DEVELOPER SHALL 8E RESPONSIBLE THAT ANY MONUMENT OR BENCH APPROVAL OF THE EI`lG1NFERihIG INSPECTOR # r
\P....
MARK WHICH iS DISTURBED OR DESTROYED SHALL ESE RE- ESTABLISHED AND ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT
ON -SITE. STOCKPILES MAY INCLUDE
REPLACED BY A REGIS IN
REGISTERED CIVIL FNWiZER OR A LICENSED LAND 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING SOIL, PARING MATERIALS,
ASPHALT CONCRETE, AGGREGATE BASE, ETC. 'STOCKPILES SHALL BE LOCATED AWAY FROM CHRISTIAN WHEELER ENGINEERING �CA��
S 'TI
SURVEYOR, ORDER TO E SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING CONCENTRATED TORMWATER STORMWATER FLOWS AND STORMDRAIN
INLETS. STOCKPILES SHALL BE COVERED OR 4925 MERCURY STREET
#2AINFALL
PROTECTED WITH SOIL STABILIZATION MEASURES AALD PROVIDED WITH A TEMPORARY SEDIM BARRIER AROUND TW SAN DIEGO, CA 92111
�
J
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY PERIMETER AT ALL TIMES. (858) 496 -9760
EVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING 5 . THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY
O ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
T "\ liTATEHENT of ENGINEER oI► woRx � r
REGULATIONS. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. CONTRACTORS' i MPLOYEES WHO PERFORM CONSTRUCTOR IN THE CITY OF ENCiNIIAS SHALL
BE TRATFIED TO BE THE UNDERSIGNED EPIGNEER AGREES TKXT THE WORK PL'RFORMED BY THE ENGTNEER SHALL COMPLY - Z. t; "DVIO MD r= M1ETIT OPERA M MRM1117 ME-My
(1- TITLE OF A �. IM TRACTOR SPIALL BE �5�Si6LE WD TART NECESSARY PRECAUTIONS AMILW2 WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS.
THESE BMP NOTES SHALL NTH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR to
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A 6E AVAILABLE
TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL
BE IN
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CiTY HAZARDOUS CONDITION. - INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS
AND THEIR OWN RESPONSIBILITIES. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT N''
RECOGNIZED HOLIDAYS. THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINE_ ER AGREES THAT ANY _PLA_NCHECK
OR 11)
°- -- -- - - -- -- - - - -- T. CONIRUL ALL EROSION - - - - -- - -- - - -- -- - - -- - -- -- ---
- - - - -- -------- - - - - -- - - - -- R - -
�- -- R HE APPROVED GRADING PLAN THE PUNS LC)
REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR
Q. NO GRADING OVATIONS SHALL CIE UNTIL A PREGRADING MEETING SHALL BE INCORPORATED HEREON. � �` SUFFICIENCY OR
ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE
LL PREPARED BY THE ENGINEER iS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
.! <.-
�,•lAS BEEN HELD "ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY , �_ __ _ __' � CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY
DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE MATERIALS.
DUMPING OF UNUSED OR WASTE PRODUCTS ON THIS I:RQUND. WH ERE WATER CAN LARRY TI EM TO
ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE M "'
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. THE CONVEYANCE SYSTEM
IS STRICTLY_P THE CI F ENCINITAS AND ITS OFFICERS. �> ''
LEAST 48 HOURS IN ADVA NCE BY CA I�INEa (Ells) �3 -2770 LE
- - ES CITY O ..:
. _ - - _
_ -�_ _ -.. - _.. ._. -_ _ ROHIBITED. ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS AGENTS. AND EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF NO SEEPAGE FROM DUMPSTER SHALL fIE DISCHARGED MITO STORMWATER.
BEANS /DICES SMALL BE PLACED AROUND NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS DUMPSTERS
TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
ARISING OUT OF THE r1
`CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH
D UMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN WORK PERFORMED BY THE ENGINEER. �
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL RAINFALL. STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS
IN ORDER TO AVOID RAIN CONTACT WITH ANY
AN
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND . TRASH MATERIAL
REQUIREMENTS THE CITY ENGINEER ENGINEER MAY IMLPASE WITH REGARDS TD THE DIEGUITO HATER DISTRICT NO S• i � 8Y: �-
_ DATE: e1ly��i"y
MANY CONSTRICTION MATERIALS, INCLUDING SOLVENTS, WATER - 13ASO PAINTS, VEHICLE FLUiDS, HKU KEN ASPHALT - - - - - - -'
-- _ 3_
HAULING OPERATION. I. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A
t4
AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN A.S. AGUEU
11. !UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERM IT PUT REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR
TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF Z
'ON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS SAN DIEGLUITO ER MNE'ERTMQG INC.
AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND OF ON LANDFILLS AND TO ORDER DUMPSTERS OA-LLL 00 AT (760)
436 -4151. THIS PROJ€GT. HAZARDOUS MATERIAL, CALL THE I-IAZARDOUS WASTE HOTLINE TOLL FREE AT (800 714 -1195. FOR tNFQRb1AI1QN ANNABELLE S. AGUIUR
P ERMIT NO. 973 -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE 4407 MANCHESTER AVE. STE 106
2. ALL EXISTING FAC1LiTiES WHICH MAY AFFECT THE FINAL I ESiCN I.E. LINE ENCINITAS CA 92024 = _
WITH THE APPROVED GRADING PLAN CROSSINGS NE
LI PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED.
N QR AS SHOWN ON THE ATTACHED POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS ARID RECYCUNG RECEPTACLES AROUND
d
,F PROPOSED WATE . _ ELF
H - -
..
-^S-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE *RD , � ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET " -
O - ski€ SIT€. _ _ ... _ __ _ ......._.. .__ . ___..., , ._._ � _...,.__ _ . __,__... _ - -- __., __._ __.- __...__ ...,..T P ONE
NO. (7.�Q) _.IS3- -55,25 „-. ,..: ....,,• -� _ .
R RCE NO.: 61158
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCN GRADING OPERATION. MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS
SCR DATE. 6 -30 9 �
UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER PORTABLE T MUST BE IN COW MORKI7G ORDt'12 AND CFiEL'KED
�' FOR �� CIINIRACTOR SHALL
DISTRICT V
12. ALL GRADING SHALL fiNSPECTEb AND TESTED E31' A QVAt1fTED SOILS - PROVIDE SECONDARY COFfIAINMETNT AND LOCATE DfLETS PORTABLE
TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS - Z
.
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE SURFACES. IIEARTHWORK NOTES: f Z
x- -
EXCAVATION PLACEMENT" AND COMPACTION OF FILLS AND BACKFILLS AND (FOR FILL OF THE EXISTING POOL " t
- -
Z. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO � COON �� ��L BE KEPI AWAY FROM iRE STREET --
�.
_COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED GUTTER, AND STORMDRAIN. CONTRACTOR MUST fILL: 172
CY
- - ---*
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ROUTINELY
CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE „.
CUT: 0 CY
ETC. WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST IMPORT: 172 CY -
Z
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT 6BSERVATIONS )
AND TESTS WERE MADE 13Y HIM OR UNDER HIS SUPERVISION AND THAT IN HIS MEET CURRENT SAN DIEGUITO MATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET
MR MORE MFiFO MATON ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS
NoText
NoText
NoText
NoText
NoText