2003-1457 G (Plans) o ,
- -_ -_. g
WORK TO BE DON -- -- --
Ln
ENCINI , ..
- - F�
A. GENERAL TO VERTiCAQ OR STEEPER WHEN THEY ARE:
7. ALL EROSION CONTROL MEASURES P1341�DE0 PER 11iE APPR.OI'FQ (rT3AD1AL PLAN(
GRADING
1. ALL WORK SHALL 9L JON£ IN ACCORDANCE WITH THESE PLANS THE MAGD ALENA F AMILY Ln
STANDAR D SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN P, CONSTRUCTION STANDARDS
OF THE CITY OF ENCINITAS AND THE SAN DIEGO Q• LANDSCAPWG = '� • -
LLR
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH
' d r'
�00 S ROAD 4 0 THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY PLANS APPROVED
BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE _ --
REQUEST FOR fNSPECiIOi`' CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOP7ED LANDSCAPE AND -=-
THE SOILS REPORT TITLED %EOTECiIJICAL INVESTIGA NXN T REMOVA iIONS TD __- _RRL LION STANDARDS EER'
_ - -
01LS ENGINS CERTtF'tCATE _ - -- - - -- F - -
MAGDALENA ECKE FAMILY- Y.M.C.A./200 SAXIXVY ROAD-ENCINITAS, CA PREPARED ?, FINISH GRADING AND PLAIVTIATG $HALL BE A�� TON ALL SLOPES
-
14r
BY GEOTECHNICS, INC. DATED FEBRUARY 18, 2003, SHALL BE CONSIDERED AS A PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED
SYMBOL my a SID. DWG
-PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE M ACCORDANCE RMTII - =
- - BETWEEN OCTOBER 1 AND APRIL 15.
:TINE RECOMMENDATIONS AND SPEClFlCAIK)AIS CONTAINED NV SAID REPORT. I I, THOMAS B. CANADY A REGISTERED CIVIL ENGINEER AN
TIME STATE OF -. _�y� E MS two o 4", CdV
J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES,
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL -_ 0) LOCA77ON AND TYPE OF
DRAINAGE FACILITIES, NOR OF IMPROVEMENTS IE• ERMION CONTROL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL _ -
CONDITiONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY EYMM WALL
WTHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS A
fOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMEN, 1 • IN CASE EMERGENCY WORK iS REWWED, CONTACT JIM ENTWYSLE AT a `
DIRECTION BETWEEN THE DATES JANUARY 1, 2003 AND FEBRUARY 1, 2003 ONE 01SDNG cm "
FLANS. (M) 802 -0058 (24 -HOUR) t COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
=s
Project itite. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER,
w. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE � '��,
FURTHERMORE, I HAVE RENEWED THESE GRADING PLANS AND CERTIFY THAT THE � 13 ;'ZS �� � � � �
T.' '..._._ VA710N .r
B. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO AVAILABLE AT ALL INES DURING THE RAINY SEASON. ALL NECESSARY e+ RECOMMENDATIONS
INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN s - - - -- -
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO
INE
= 5 INCORPORATED IN T GRADING PLANS AND SPECIFICATIONS' Exs>mtG t�LOwJrrE ELEWtAQW
DAMAGED OR DF;..'ROYED SHALL BE REPLACED OR REPAIRED TO CONDITION FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS ACREST
`'
EYirTWNG PRIOR TO GRADING. MIMINENT. WAY p 19 - EIGSANG PAW a"T ELEVAALII
VE v %
rr
6. TINE DEW Shni_l. BE RESPONSIBLE THA' OR BENCH J. DE VICES SHOWN ON PLANS SHALL NOT BE M01ED OR WITIIOUT 1W J t1•s9
MARK WHICH IS 8 DISTURBED OR DESTROYED SHALL 6E REESTABLISHED AND pNITAS SIGNED:
DATE: .acT 1g �N� ILEVAIM
APPROVAL � ANGWEERLW INSP€CTS.1� e < _ _
LACED BY A -RFGISTERED -0NL -ENGINEER -OR A LICENSED LAND SURVEYOR. - - - - � �"
B DilNAl1Y -- z: .
-- =`.7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY - -•G- --
- T IDES, NCLL-DWG SHORIN AND SHALL BE RESPONSIBLE FOR CONFORMI '1. �E CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO � �w
50057 6 -30-05 � � � _
- STING STOR!; AIN
r>f Mt�RKIN ORDER TO THE SA ]iSF
TX
-TO AL' LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS FXW -,OFF PRODUCING RAINFALL. c7lh� CATCH
BA51N
AND t<EOIti A'TONS. - GEOTECHNICS INCORPORATED, 9245 ACTIVITY ROAD, SUITE 103 SAN DIEGO, CA 82126
MEASURES AS MAY BE REWIRED BY THE CITY ENGINEER DUE TO WCOMPLETED , _ �� Ih
$. G ?AL..'' ANO ELTUipMENT OPERATING BTTFT/N ONE - HALF (1 f2) MIL OF MEASURES THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
VCCIIVITYAF (858) 536 -1000 - PROJECT N0. 0768 - 002 -00, DOCUMENT NO. 03- 0121 - ---{�W --- Ex�sn _
G WAS IM ED MA m
A SV UC JRE FOR HUk4AN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN GRAOIN OPERA I] OR UNFORESEEN OROIYSIANCES WTiI n MAY ARISE NO SCALE
OWNERS ' CERTIFICATE
THE Hl'.RS C. 5.30 M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS " THOMAS PROS. PG. 1147
--
_ __ - - - - -_ -- - -ANr .*TY RLC0r NIZED HOLIDAYS -._ __._ .._ -. 8. --THE CONTRACTOR SHALL EE RESPONSIBLE AND SHALL TAKE ]NECESSARY
S. MI GRA' G OPERATIONS SHALL COMMENCE UNTIL A PKEGRADING MEEIWG PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED t EARTHWORK
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST °
.*WAS BEF" ,sEL.D G Ts WITH THE FOL PEOPLE PRESENT. IMI RS CREATE A HAZARDOUS CONDITION. - - p0fESS/O WAS BEEN OR M
�
LL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY -_- _ -CUT' SLOPEpI PAX) ° CITY ft'
SHALL BE GRADI
EDULED W AVE Flu (TO R MSH SURFACE PACTION AND STABILITY OF THE SITE
760
( ) : 600 CY ` ��O AND ADVISE ON THE
ANr �1 TEE THE PREGRADE SOI
ETINGG ALL F7i COM
G
PTY A LEAST 48 HOURS IN ADVANCt 1.Y CALLING 633 -2770. SHALL BE INCORPORATED HEREON. ( ) _ • �,�
FILL SLOPE (2:1 MAX)
EXPORT UNDERCUTS : O CY
o a
I0. F• r " HAULING DIRT OR CuyL IRUCiiON MATERIALS 'O ANY � ►- ND � <
SCHEDULED
CRAMP AREAS ARa1ND THE PR* CT ERIM"M WM VRA N AWAY FROM ME -- -__ _ . EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASS AND � ,s"s
-
P ROPOSED CONSTRUCTI FAZE
ON SITE WITHIN THIS PROJECT THE DEVELOPER SHALL - - -- - IRE U7iUZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL f e
of ♦ - I
- - _
;SUBMIT 'I AND R CEIVE APPROVAL FROM iilE CITY ENGINEER FOR THE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. OIIANTITIES MAY VARY &E TO LAYFORESEEN
LOSSES tIiRINICAGE AND/OR '� 17 �`� r�TT
PROPOSEL HAUL F'OUTE. THE DEVELOPER :'HALL CLMIPLY WIN ALL CONDITIONS i. ALL W WVABLE PROTECTIVE DEVICES 940M MALL BE IN PLACE AT SHELLING FACTORS
� \R ;� � � �� PROPERTY U►E % m ,
_ OF t
o^ RE AREMFNT THE CITY ENGINEER MAY IMPOSE WIN N REGARDS TO AGE THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PRO13ABILiTi' w
L)A?11TE LINE
IiAJlLING WERATION. FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHAD "
• 4APON FINAL CfAIPL£1fON OF THE W W UNDER THE CRAMC PETER M - BE REMOVED AFTER EACH RAINFALL - 2
a 017 'rdM r O FINAL GRADING APPROVAL ANDtOR FINAL RELEASE OF SECURIiY _ --_PMT 1 - - 1l7LE SHEET - - -_ -_ SNEE7M- $IJ-5T7�'WdMtkA4i41/V
PROPOSED GRADIENT `
AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING 1O• SHOULD CERMAMN Of MTJDROSEEDED SLOPES FAIL TO PROVIDE SHEET 2 - DETAIL SHEET
� FH (HORIZONTAL TAL SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1
" '
- _TINDER PERIdIT N0. I4j7 -G HAS BEEN PERFORMED IN SUBSTANTIAL fFFL'CTIVE COVERAGE OF GRADED SLOPES (90X COVERAGE) PRIOR TO ,� SHEET 3 - GRADING
PLAID �
,w ,,'ONFORMANCE W71-. HE APPROVEL GRADING PLAN OR AS SHOWN ON THE OCTOBER 1, THE SLOPES SHALL BE STABiLRED WITH BONDED FIBER MATRIX SHEET 4
- EROSION CONTROL P LAN
THREE FEET OR MORE NV HEIGHT IN FILL AREAS.
°- �-` PROPOSED CONTOUR
_ ,�-� _ _„ n.
A7 AS- GPADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SHEET 5 - HORIZONTAL COMiROAL
PLAN - °' ° LL - - -- -� f0'PiX ST. DR V-60
` DAIL ANu SIGNATURE OF THE CIVIL ENGL','EER WHO CERTIFIES SUCH GRADING SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF TsHE EET4i-
�.$TREET,JMPRO MENTeLAN �v� Q 5 FEET OR MORE IN HEIGHT iN CUT AREAS UNLESS SLOPE IS NOT
4AJERATION. aCONSERVATiON. 7 RE ^rNrN� WAJ�pEZAI s 1 7 SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER
_ OECARATI4E KEYSONE RETAINING WALL 6EE sNEETS
/ SAN DIE`G i O WATER DTSTRTDT NOTES - OWNER & P ERMITTtEi 61TE AD PN� VF IRE MATERIAL AS APPROVED BY THE CITY
ENGINEER. tit
NOTIFICATIONS f. BAS
oer soA
$ - � -- � � . ..
!. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND (1) RENEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CrsN3`1TTUTE VAGDALENA ECKE
FAMILY- Y.M.C.A. 200 SAX014Y ROAD ?.Sfi- 3s0 -O20 -2 IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF IW SOIL AT YHE`
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE 200 SAXONY ROAD
ENCINITAS, CA 02024 OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. X SLLI FFAIfaE
w_
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGR UTILITY, PIPE OR $S " N CWIT CA 92024
`
- _ �XISTWG U"' VES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE STRUCTURE WITHIN IHE LIMITS OF THIS PROJECT. AU SHI �'dFNS1ST
#' ALL THE FO[LOWING: � '�' TOP 17FaPAtt ET ITIQI - - -
MNTRACT R IS t%E"RED TO TAKE DUE PRECAUTIONARY MEASURES TO T "' 47`7k SCOTT GLISSMEYER _
, �- W. It (760) 942 -9622
Pk_ TECT AVY EXIS77NG UIIUPFS OR STRUCTURES LOCATED AT THE WOW (2) ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, LE, LIVE CROSS
1. � MIX VMLL CONSIST dF NO LESS Ak
- -_ - - -- -- PARAL.L.ELANG, OR PROPOSED CONNECTION SHALL BE HELD VERIFIED. ALL
DIE. IT li THE CONTRACTOR'S RES'ONSBILITY TO CONTACT itf -_ - -- GAL OESCRlPTION� - -- _� �-
-- -
-- - - - PROPOSED TOP OF PAVEMENT ELEVA WN
FOLLOWING OWNERS lM S AID L'TIJTIES OR STRUCTURES PRIOR iT) ANY EXISTING OR PROPOSED UTILITY CROS SINGS WITHIN 1D FEET OF PROPOSED WATER
-
- a to LBS PER ACK OF ROSE CLOWN
�fXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND MAINS SMALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO WAT PORTION OF THE
SOUifMIEST **TER OF 1W SDYWfKST SMARTER Or
N071Fk:AAON OF CQMMENCEMFJVT OF Wt7Rk.
_CROSS UNDER WART MAINS UNLE 70
SS OWN MTMV PERMISSION BY SAN IYEGUITO OF SECTION 10, MNSNIP 13 SOUTH, RANGE 4 NEST, SAN BERNARDINO MERIDIAN, M ZO LBt
ER P ACRE OF ZO1Wtt` FESCUE PAmm FPM SUAWFAQE OZOUiJtV
,
- -- - - - - -- - -__ - - - - � THE COW OF SAN DEGQ 5FAIf O CALAFOWA, ACCORDING TO OFFICIAL PL AT
-- - - - - T �� - --
r. SEWERS - (760) 63J -2840 ENCINITAS SANITARY DIVISION - OISALC7: "` -- V ... i'
(
B. GAS R ELECTRIC - (800) 422 -4133 SOGdF. J LBS PER ACRE OF E SCHOOL CIA G1LIFOIMNf.A g�i• PROPOSED
FINISH GRADE ELEVATION
C " TE
A:R {760) 633 -2709 SAN dECUlTO WATER pSAilCT
{3) CONTRACTOR AND DINNER ARE RESRONSWE TD RELOCATE AND/OR ADJUST 1D
GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE NI 4 LOS. PER ACRE OF AC MN.L.EA MRIEFOLbi
_V. 17U'PHONE (800) t:.''_ -4133 - PACIFIC BELL PROPOSD VASS -LINED EiYRPEU .
BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER , t-� -� -� �= _
-- �. CAWF. TV - {800) 422- 4133 - - DAWLS CABLE. - - �ACIUTiES MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS. 1F - - -. -- - -- OECLARATICN
OF RESPONS C HARGE ( - - -- - - -. - - - � - 3 at t P"AC RE Or ALVSSt1Ml {CAI Pff t)F• S/Oi) - - _ _ ! fLOW UpECALiN
Q. CONTRACTOR S _' +LL NOTIFY Y HE CITY ENGINEERS OFFICE 48 HOURS FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO F
1/2 La PER ACRE OF _ s o CLm
r FR/QIc TO BF-GINNING' ANY WORK 4,0 THIS PRO.,ECT. PHONE(760) 633 -277D. G RE NT STAWARDS AT ft 011TIEB EXPENSE, THE UNDERSIGNED ENGINEER AGREES
THAT THE WORK PERFORMED BY THE ENGINEER SHALL g ti
COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTiCES OF THE ENGINEERS TRADE ITEMS C 1) E, AND F OF ?MS SUBSECTION MAY
BE OMIflED ON - -_ -t== - " CURB ANC GUTTER G -2
: _.4_ -= A ___ ` -'
3 THE C\ONiRAt fiR SHALL GIVE 24 HOURS NOTICE ON ('ALES FOR Q PROPOSED 6 -1
.
7►v`OECTTG,V. PHONE(760) 633 -2770. ALL WORK PERFOR,•••17 WTHOUT (4) UTILITIES TO MAlAAj11N MINIYLW S SEPAFIAAt�I lTl1IEN PARALLELING MfATER OR PROFESSION.
THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE
SERVICES iN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINTAS. THE FR3W EITHEN A PU&JC STREET OR
RESIDENTIAL SIRUC73/RE5
PEKE'., OF INSPECTION GULL BE SUBJECT TO REJECTION AND ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORATED BY THE CITY OF ENCINITAS
W H H LpOSED PANG SD&T44 AAi CAP ME Si U 6 _
Ii�MOV�I b ITEM 'A' OF THIS SLtBSECTION MUST BE INOCULATED MTIH
_ (5) MINIMUM 1HOR12ONTAC SEPARATION Or 10 FEU REOUIIRED FIRE ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPArHLu BY THE ENdNEfMt
IS NOT A �
HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS DETERMINATION BY THE CITY Or• ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF NITROGEN
n I�IG BACTERIA ARID APP( iFn Iv" 1' E , 'HE'R BY
THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSBIUiY OR - -
_ Ul1NG OR � TXI
OADCASG BEFORE of XWOSE�tG. STA82fiZED SEE SHEET 4
-WA
(6) ALL WATER SERWM TO BE 7T1CTED CIFAR OF 1 WAYS AND ALL FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED (HEREON, )HE ENGINEER AGREES
TO CONSTRUCTION ENTRANCE
I. VLL GR4kDWG SHALL BE OBSERVED WD TESTED BY A PIALAFIED SOILS OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY INDEMNIFY
AND HOLD HARMLESS THE PTY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND I ALL SEED MAMMALS SMALL BE TRANSPORTED 1C " JCBSITE IN �• -m =• �w= � -�
_ - , . -•+mil
ENr;IhLER OR UN JER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE ARE SERVING. EMPLOYEES FROM PROPERTY DAMAGE AR BODILY INJURY ARIF' 4 SOLELY
FROM THE NEGLIGENT .;- UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF
ACTS; ERRORS& OR OWMIS90NS OF THE EAK, WER AND NS/kER AGENTS OR EMPLOYEES ACTING FOOD AND -ACRK L7URE CERTIFICATION TAG ATTACHED TO
OR � • PCC SIDEWALfj/ G -7 G-9 t G -1f1
£J "CA NATION LACEMEN7 AND COMPACTION OF FILLS AND BACKFILLS AND ,' f7) UNIFSS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE
BY g,. PRINTED ON SAID CONTAINERS
JMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REWIRED wHIN THE COARSE AND SCOPE OF wai AGENCY ARID FMPLO;<LEAII AND ARISWr OUI OF ME
� - iKA1KWWY
E CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGOTO WAIER DISTRICT: AFTER 41'ORK PERFORMED BY WE ENGAWtR
/MIND WILL DETERMINE THE SUl'ABiUTY OF ANY FILL MATERIAL. UPON PdkMENI OF THE ESIIMA'ED COST BY THE OEVFJ_OPER .` [ LION
-PHYTO -TOXIC WETTING AGENTS MAY BE ADDED f -, PA1r1AlG 6' Pcg a I AB SEE SHEET 5
COMPLE77)N OF t3RADiNG OPERATIONS HE SHALL STATE THAT OBSERVATIONS g , ; , hYDROSEED SLURRY AT THE DISCr2ERON OF THE CONTRACTOR.
' +AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS (8) CONTRACTORS SHALL ACQUIRE A SIGNED: QA )
PDUT f l T2lE tAIFOtG11A DIVISION x „
Uf iNION, AIL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN « �
O F SAFETY FOR ALL WZA" WORK. - L! TYPE I MULCH APPLIED AT THE RATE OF NO I ESS )MAN P,000 LOS FU ACRE.
PARENT PARK/FTG AREA 3 / G 4' A A9 SEE SHEET 5
_ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMEN _ -_ a __ -- -_ ANDBEIy = - _ . TYPE 6 MULCH (STRAW)
MAY BE SUBSTITUTED, ALL OR PART, FOR - / - - -- -
;VD EXCAVATIONS ARE ACCEPTABLE FOR THEIk INTENDED USE (9) CONTRACTOR SHALL OBTAIN AN ""OACNMENT PMT FIROM 11E CITY OF ENWTAS ; _ ;'
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
- 2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO FOR ANY EXCAVA71ON WTHIN EXISTING CITY RIGHTS-CF-WAY. NO.: R C.E. .50940 _
fXP.'DATE 9 -30 -05 4 "� ANCHORED TO THE SLOPE BY MECHANICALLY BUNCHING NO LESS TITAN SOX OF � PATIENT ORIVEWA S 4' ACf4 Q I All
THE , SEE S!PET D
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL STRAW INTO R E SOIL ;
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR (10) THE DISiRiCT REWIRES 174AT i WPACV. TS
#it • BE TAKEN WHERE WATER LINES ARE SS
0 FINISHED WORK INSTALLED WTHIN EXISTING ^ „�„ IuWHTS =OF -WAY CITY OF ENCINITAS RIGHTS-OF -WAY s' g and E Q ROfEl0 y41 , -
- -- "- - _- - -- = - P ROPOSE D _
T ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO - -? z . Partners, Plannin n � o - 3. FERTILIZER CONSISTING
OF AMMONIUM PHOSPHATE SULFi11E, i6 -20 -0, W�1H RE
PREVENT EROSION OF FRESHLY GRADED AREAS UN, ? SUCH TIME AS PRIVATE EASEMENTS, I ,Nc RESULTS APPROVED BY THE CITY OF ENONI r OR C, BEFORE THE
- Enginee h .� p�� / r � 15X SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. SUltFAC1NG
PJRMANENT OR! "WAGE AND fROSIQl'1 CONTROL MEASURES HAVE BEEN
WATER LINES ARE Ar =''TED AND A COPY SENT TO THE SAN DIEGUITO WA TtR DISTRICT OFFICE. 1 5938 Bernardo Center DY . -
- - - - - -- - - -- -- -
` TW;fALIZ. - _ ... ', `, . San Diego, CA. 92127 `� sa�+oy - - PROPOSED SAWCUT LINE_
-.
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