1999-5876 G (Plans) MMNOIE8 A10IM7 M TYPE '>8 " BROW LEGAL PTI�IV PAACLL 2 OF PM 10621
-
4 1. ALL OW 9WEL E DLL€ IN AOMMVYCE NM TREE PLANA 2. TW EXISTENCE AAD LOCATION OF LmTRGvw UTILITY PIPES DITCH PER D-75
APA-e 264 - 272-92
Of STANDARD SPECIFICATIONS FAR PL EL IC WORKS MD STRUCTUES 94OW ON T► ESE PLANS MERE OBTAINED BY A 7 Sff E
A EL CAMINO DEL NCJRTE , ENICINITAS� CALIFORNIA
Q IRLCTIONL THE DESIGN (MTRCC'TION STANDARDS OF TW SEARCH OF AVAILABLE RE C'O 1S. TO TIE BEST OF OUR 80.00 MASOt PY
SPLASHNALL
CITY OF ENCINITAS AND TIE SAN DIEGO AREA REGIONAL WK EDGE THERE ARE WD EXISTING UTILITIES EXCEPT AS 91l'DAIW 0.00 30.00 ' 40.00
STAWDAR7 DRAWINGS. ANY CHANGES OR REVISIONRS Thf% - FMK ON THESE PLAN kV* A NE CALIF 6IA Cam°•
LL BE APPROVED BY 7W CITY ENGINEER PRIOR TO ANY TW CONTRACTOR IS FEQ/7F+ED TO TAKE LIVE PFF AUTIDNARY VARIES TYPE "F CATCH
A COLi STREE TIQN
SHALL FOR INSPECTION. MEASCRES TO PFOTECT ANY EXISTING UTILITIES OR STR�,CTUF'5 'BASIN R 0-7. 2060
MI
LOCATED AT M WORK SITE. IT IS TFE CONTRACTORS PROPOSED FINI9ED A - - ) PE I QIVENHA CA. 52+024
Dk
RE-9 TO CONTACT THE FOLLOWING CI ERS OF SAID UTILITIES i ' MIN
AECOM�EirDATIOMS DVaL�GEC1 IN TFE SOILS REPORT FOR THIS QOsB S PROJECT WW" .
EXIST ROAD SURFACE / T
2. 1 THE SOILS REROFIT TITLED TEPQ9T E OR STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND TC-H � EX. EP / 1 - �
-4 _ _ - ( TW QVAWlT11ES
DNVESTIGATIO►y, PROPOSED SINGLE FAMILY RESIDENTIAL LOT. LOCA OF UTILITIES AWD NOTIFICATION OF OF CUT 525
C. Y.*
I // 1 ' rl - - - - -
LDiCILE AND EL CAMIMO DEL NORTE, OLIVEWAIN CALIFORNIA " ` -
- - � � ' }- "THIS FILLET IS FEI? D
P1EPARM BY GEOTEDWICS INCORPORATED 9919 PORATED DATED MAY 13 ? A. SEWEIRS - G5'D 633 -2770 FILL
2025 C.Y.
SHALL BE CONSID 8. GAS 6 ELECTRIC - (800) 4224233 �'L1FT CLEARANCES E 0.5 F7.
/ i I - � LESS. �-�. I IMPORT 500 C.Y.*
3. APPROVAL CF THIS PLAiV DOES NOT 0767 T 7E APPROVAL OF C. W TER - SDAD 949
633 -2. / 1 I 28 " PVC (5'OR -35) OR E0. ( j `$
SIZES, LOC;477ON MD TYPE OF DRAINAGE FACILITIES Ali OF 0. TELEPHI3VE - (800) 4224133 / FUTURE FAD. IMPROVEW£NTS �
-- it
D�PF#DVERENTS WITHIN STREET RIGHT -O� -NAYS. SEPARATE f. CABLE TY - (800) X4133 / -- ,=�- �I B � %b - A EARTF90W
QUANTITIES ARE ESTIMATED FOR PERRIT PLWOSES
DIAL (�4DING: APPROX. 5000 C.Y.* (FOSS. 20' A. C A. t�R PAD)
APPROVALS AAD PERMITS FOR TREEE 94ALL BE REQUM IN /EXIST. GROt , ;r; = ��
*
_ � ;� - -� � ONLY. (CALCULATED ON A ThEOV�TICAL BASIS. ACTUAL
LCNVLA�CTIOV WITH IMPROVEMENT PLANS 2. WNTRACTUR gym NOTIFY W CITY ENGDVE'ER S OFFICE 48 r � / 79.3 IF j _
QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTO).
4. KITTEN PEAINISSIOW 9*-L E OBTAINED FOR ANY OFF -STYE !RIDS PRIORI TO BEGIMVING ANY M ON THIS PROJECT. I - - �
GRADING. 633 -2770.
P I ; I V L EGM
S. LOVTRACTUR 91ALL TAKE ANY NECESSARY FRE[.AUTIQMS REQUIRED 3. TIE C WNCTM 9MLL 61YE 24 HELM ACTIT ON CALLS Fag MOM
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. DN6PECTION. R•pNE: (760) 633 -2770. ALL NOW PER DgWD SCALE: 1" = 2' M
`� S.D.R.S.D. - SAN DIEGO) REGIONAL STANDARD DRANINGS
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR WITHOUT BENEFIT OF DO EL71ON WILL BE Sl2JE - CT TO
REJECTION AND REMOVAL /` � � � SDA.S.O.
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. I
ITEM NO. S'YM 900,
6. TW QEVEL CFER 94CL E E RE THAT MY 9 MIN►ENT OR W d BB'S SITE
MCI / i I •• I
f MARK MHIGH IS OISTUR9ED OR DESTROYED SHALL E RE
Z Sr A REGISTERED CIVIL ENGINEER DV Tif STATE E : , �tvl I o PR&ECT BUMARY
ESTABLIS PhD REPLACED BY A REGISTERED CIVIL ENGINEER CAL•�1A No NyQEc��*s , PRINCIPALLY DOING BUSINESS IN THE FIELD O' APPLIED SOIL
� ! cr.
.. � � I � I EXISTING PROPERTY LIMES
OR A LICENSED LAW SGJRVEYG1Fi. � - - - -
W04ANIGS HEREBY CERTIFY THAT A SAMPLDVG AW STUDY OF THE SOIL O I
- �+ ! ! ! I , I
7. 11f QaCTOtI 9 IW AtL tESIC,AL TR<1C"T PhD MAINTAIN ALL (ZMDITIONS PREVALENT WITHIN THIS SITE WAS WOE BY AE OR ANDREA MY
EXISTING LINES OF INN MATION
�_• - -- ` - �,
SAFETY EVICES, aLVING SORING AAD 9HALL BE DIRECTION BETWEEN TW ELATES Y- L7- ANO .S - i3 - 4B, ONE COMPLETE ge I
I EXISTING CONTOURS - -
RESPC7NSIBLE FOR CONFOFMDVG TO ALL LOCAL. STATE AAV COPY OF THE SOILS REPORT ILED FF04 THIS STUDY. WITH NY � = l y
,,� I I
FEDERAL SAFETY AND HEAL TH STANDARDS LAWS AM AECOIMENDA TICK HA BEEN SL,DYMITTED TO M QFFIC� OF THE Cry
ENGINEER ALGtiG WITH 0CATE LETTER DATED �s�� f . I _ ! I i I EXISTING GR�QLNvO SPOT ELEVATIONS
C
HAVE REVIEWED THESE GRADING PLANS A THAT ND (.RATIFY
S. GVMNG APO EDUDIPEN GTM TM NMDV Olaf -HALF (t/2) T o e v F e PROPOSED CClNVT011RLS 8
0
e,.>' ' �' _ _ I � r 1 � PROPOSED CUT/FILL L I1VE
UC ' 7
P OF E S�� , / --- -� � I � �
MILE OF A STRTLFE FOR R" OMPANCY SHALL WT BE BEEN INCO9 IN THE GRADING PLANS AND SPEO;IFICA IONS. , ��, o a F
GOhiX VED BETWEEN THE HOGRS OF 5:30 PIN. AHD 7.,30 AN. I �
„� 9� �, CM. TYPE f' CATCH BASIN / l ' ± I
AU R ON SA TUROA YS, SUNDAYS MD CITY RECOGNIZED ! U MA YS. V V 4 V I PROPOSED
SlpyEa
79.03 If SPOT ELEVA TIONS 333.47
66 W/ OpEND � _ � 83.Q 27.00 LF"'18" PVC l � Q 1
9. I0 L�6ADING L%ERA MW 95�L DICED LNTIL A PFEGR40M � pp y03 � E x P . �� -� * & / 216 - 9 T2�9 s - .00x
o! Z � PROPOSED GRA V'EL BAGS IF i MEETING WRNS BEEN WELD GNHSITE WITH 7W FDLlOMING PEOPLE - * .� •
ARESENT: CITY INV5'PECTOR CIVIL ENGINEER SOILS ENGINEER E)F. DATE: 3 dam `�TgrF F Cj \F W-8 FL 79:30 sib \
I q
PROPO CONCRETE BROW DITCH PER D-75
GRADING CONTRACTOR AAD PEWITTEF. THE P FEGRADE MEETING -3/ - OF C A� - _ _ - -
SHALL E 9Q�EDLIED WITH THE CITY AT LEAST 48 hDU4S DV Ali�iTl�l►�1 4P AG� FQiA fi49 FL 83.7 hl A l /5 !/ ! E
....,.G�
�- I � W PROPOSED 2•! FILL SLOPE
ING
ADVANCE BY CALL (6190 633- 2770. -- -
I hEREEY OECIARE TM I A V M ENGI EER OF MIS( FOR THIS AM. ECT. PROPOSED 2:1 CUT SLOE
/ - � _ � 8 � � - - --
MA ANY TM T I hM VE EXERCISED fE9PONSI6IE LIHHARGE OVER TW DESIGN OF THE
RInPI Rte - 2 I , A 0
20. PRIOR TO Hi1LLDVG DIRT Lp TERTALS TO - - _
PDED CONSTR cTIQN SITE WITHIN THIS PROJECT TIE PFU ECT AS DEFINED IN SECTION 6703 OF TW BUSINESS AND PROFESSlClW
r•
- � \
ND
1 ` _ -- r__� =_ -_ 6!02 �� 1 I r I cv �O I ' �C � PROPOSED AC DRIVEWAY PER
DS 7�3'�9C•j4'.46) .........................
DEVELOPER SHALL SLEKIT TO A RECEIVE APPROVAL FROM FE Cam, AND THAT THE DESIGN IS CONSISTENT WITH aFFENT STANDARDS. FL
1 80 8
CITY ENGINEER FOR THE PROPOSE D HAUL ROUTE 7W LEVELER HORIZONTAL SEEPAGE 80. AGE DISPO - CT L LID I v
v PROPOSED DRAINAGE SCALE
SHALL 03%FLY WITH ALL COAVITICW AND REQUIREMENTS THE I U STAAII THAT THE L7fQ( OF PFOvECT DR4NrI1NEiS Ah0 SPECIFICATIONLS 3 ppOPOSED
HDA -B ABO m
CITY ENGINEER AMY lAPO:SE WITH REGARDS TO THE HAULM BY THE CITY OF ENCINrTAS IS CONFINED TO A REVIEW ONLY AND DOES NOT P IT FOR ON SITE
SEC L A Tg,9 % I ! m i l PROPOSED FILL BERN - -
F T j I
DESIGN. so R ADD I m M la PROPOSED UNITS OF -AWING
80
OPERATION RELIEVE AE: AS ENGDEER OF WORI(, OF ANY RESP ONSIBILITIE S CM4 PROJ � � / �
1 -
•,, ) _- -- - -- ~ I � � ai � � (� BROOBROOKS S IvO 18 - X18 - PI�'CAS�T CATCH BASIN G
IVY. ': � G DATE �/ 6 7 �b OR EQU
- - -- \ W - - - - - --
If. !fit FIMit tLETIGM E TTf Mt1t (MGEA DIRE ACING A pF ESS j / a Q �" V v 1 �• P ROPOSED PVC STC1�M
MAIN (5IZE PER PLAN) - - - - - - -
PEAMIT BUT PRIOR TO FOAL G4ADDE APPROVAL MD /OA FINAL IL 29;577 p A, p '�� 28.tt�' 2 G� v F
il1m v PROPOSED 6" TYPE A DIKE PER SORSD G-5
RELEASE OF SEaAITY, AN AS- GRACED LEATD=IGTION S7.641L BE �G 8 .... �I m
PROVIDED STA TING ' 'TRE GI40DNG LINER PERMIT Ab.5876 -G HAS 4i -L� a 3 ob • ..
BEEN P c i P �' �'+ �� >- I 8 , -�' ±, • (, A W PROPOSED AC SPILLMA Y PER D-22 7 0,
3 O z 1
W ;' '' F: W N •, PROPOSED MASOAAY SPLASFMALL PER DETAIL AT LEFT
12. ALL GRADDVG 94ML.L E G�EAVED AND TESIED BY A�X,tALD=IED NO. 29577 rn '- > �
SOILS ENGINEER OR CINDER HIS DIRECTION. W SHALL 085ERVE Exp. 03/31/03 C P Q � �; �; �, W I ` R o
o >7 "F " crrcf/e� snv A o -?
MD TEST THE EXCAVATION PLACEMENT AAD COMPACTION OF FILLS � 8 1 J . f �. �� ,•► I cn
BACKFIR ILIAD
E GPACTION OF 1RENC�rES. W SHALL te r- 79.7
AAAD FL F ., t� I
SLONIT SOILS REPORTS AS REQUIRED AND WILL WTER 41W THE `�, �L � 1 � F r . • ' ' 80 � � � � � � ?
• MIN.
I HEREBY CERTIFY THAT A REGISTERED Sells eVGINEER aA � -� •/ / � Ilk �� FINGERED dgADE
SUITABILITY OF ANY FILL MATERIAL. LPON CO�pLETION OF SECL OGIST HAS BEEN OR WILL BE BETA DEO TO E CAl-ZF 1 -- -�
GRADING OPERATIONS W SQL STATE THAT OBSERVATIONS APO SUPERVIS B �. I
TESTS hEE MACE BY HIM OR UDR HIS SUPERVISION AHD THAT OVER ALL GY�ADDND ACTIVITY PhD ADVISE 0� THE LO�PACTIOV ___ _ - I / ,�OiR
IN HIS OPINION OPINION ALL EI NkMENTS AM EXCAVATIONS WERE AM STABILITY OF 7W S � � � - -
CUVS7ROC'TED IN AC�ANCE WITH THE RECD MEW TIONNS OF T►f
SOILS REPORTS Ah0 THAT ALL EMBANKMENTS AM EXCAVATIONS $I�gTU4E Ll
ARE SUI TABLE FOR ThEDR DNTENLE'D LASE. � � 1
WIEGAND AELGIA COQ 1
A A CALIFORNIA C07MTItAV '� P. �b \ ! ri I C° _ �`
13. Tw ClooNAC'MR 9� Y L PR�°EFiL L ALL EXCAVATED 060 NIEGANO STREET 80.4 FL � 1; � � I _
..•• EXISTING G6FOM
SLWACES TO PROVIDE POSITIVE DRAINAGE AHD PREVENT PUV M CIIVEMft4IAD CA. 512024 80.1 MIN.
' L :' I' .• ,� nc' �,�• 9�, I� - _
OF MA TER. HE 914LL CONTROL SUEACE MA TER AND A VOID hP ---- .0 / �Q Q
OQ4 SHALE
DAMAGE TO ADJOINING PFOPERTIES OR TO FINISHED NCR( ON THE FL . ELEV . = EX X tt !
` I I FL I11E . GE L'� . 1.00
SITE AWD 9-ALL TAKE REMEDIAL AE4 -%MS TO PREVENT EROSION 03 I I
2. DV CASE EMERGENCY hLEK IS PEQUIFEQ CONTACT
- �+ '
OF FFESr,LY GRADED AREAS UNTIL SOH TINE AS PER44WW BRCCE NIEGAND AT (760) 759 -0206 0 � . .'� , �' � °' / ��•
h � 'q�� 3 I l I y � I SECTION
D+#ArNA(E AM EROSION CONTROL MEASURES HAVE BEEN ^`- H '�,�o ,, �' ! I �►
INSTALLED. 2. 616UD*ENT AND NOTTL4 FOR 6 NOW SHALL BE MALE I � � I 97 NO SCALE
AVAILABLE AT ALL TD+ES LAARING TIE AADVY SEASON. ALL SEC • -r:: cti } Y. ,:''': �� 0 �,i '�' I Z
� ,
14. ALL AREAS TO E F=M 944LL E PREPARED TO E FILLED MD NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
FILL SHALL E PLACED IN AC CO�DANCE WITH STANDARD CONVENIENT LCCA TIONLS TO FACILITATE RAPID CODSTPiUCTIOV OF / 1 y � p
•, I s
SPECIFICATIONS. ALL VEGETABLE MATTER AHD O&ECTIOAELE TEMPORARY DEVICE'S WREN PAIN IS EMINENT. Z o� i fti( ► I
1 , ,fl • �ti r
MATERIAL BALL E REMOVED BY THE CONTRACTOR FROM TW
3. OFVIC�ES 9•0W ON PLANS SHALL - NOT E MOM OR MODIFIED 1 lj� yg `. 1 W 7 ACK
MACE WaV MHHICHH hE ILL IS TO BE PLACED. LOOSE ILL WITHOUT TIE APPROVAL OF THE EW EERING DISTCTOR. " pO INN NA
TER I I I ,� O J
MD ALLUVIAL SOILS L E REMOVED TO SUITABLE FIRM
AIATURAL GROlM. THE EXPOSED SOILS 9-ALL BE SCARIFIED TD 4. TFE CONTRACTOR SHALL RIESTCFE ALL EROSION CONTROL DEVICES SrAy 1 T
TO f� / i 4 40 c�
A DEPTH OF 6 I N M AND THEN C' WACTED TO A MINIMUM OF 90 TO NOW]* ORCE TO THE SATISFACTION E TIE CITY ENGINEER - - 410 �..
-. / �� AND LX TE HID
_ 1 v
PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO AFTER EACH ROW OFF PFMCING RAINFALL. � RIGHT -�
PLACE SPFEAQ MATER AAM CON►PACT TTW FFILL DV STRICT 5. TW CONTRACTOR 91ILL DkSTALL AWITMNAL EROSION CONTROL x� m
AI(�ANCE WITH SPECIFICATIONS. MEASURES AS AM Y E R €GLIDED BY THE CITY ENGINEER DUE TO "' , _ 4 kC I
�� m
LWC,OMPLETED GRADING 0ER4TION OR tNE EN CIRCLMSTANCES '?;' •� 0A I °�
25. CUT Ah0 FILL SLOPE'S 9*1 E WT MD TAIFIAED TO FINISH MHIC7H MAY ARISE. _ - X
GRACE TO PPCJL7IXE SMOOTH SUWACES PhD UMIFO#M LROS 78 ,03 _
' " } {::t61: (86.14 6. THE CONTRACTOR 9MLL E BIBLE AAD 9*LL TAKE - , :AC S� A -
Y :::.'.'• p2 ' 1
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS
NECTARY PFECAUTIONS TO PREVENT PLELIC TRESPASS ONTO � � ' '• :.' ; 86 . � X . XA � �Z
SALL BE Si4PEA PLANTED AAD TRI*lED AS DIRECTED BY TFE > .9 .. 11F
ENGINEER E WOW AAD LEFT DV A HEA T AAD AaJEf1 Y
CONDI AREAS WHEN DFOUNLED MATERS QSEA TE A HIAZARO!OLDS CONDmo N. ersIr 4b ,AP/� Aw-40 l b -22 . : /.':: • 8.02 7 �,- -.;
N '; 1`A .: k.
e 6/ 7L/ ,6 S -7 �,e CE i - - C N.
T AM lT A 7.56':.' 80.0 - 7. 'AEI
ION. ALL STQ►ES, FOOTS AND O7hEA WASTE MA T TER 7. ALL EROSION CO NTfOL. MEASURES PFOVMED PEA THE APPROVED '• A
•'
�.t7'EL A•s.9� /Od1/r . I
EXPOSED OR EXCAVATION OR EM6ANKMENT 510DES WHICH ARE GRAODNA; PLA SHA LL E IHVCO�ARA TED HEREON -
. �
70 C
f" IS
t - 54 85 • � 1 � MO
R
LIABLE TO EGLNE LOOSENED SHALL BE REMOVED ARD DISPOSED Pmma6ev 4 � , ./ - ; - - ::,}, .:•:� - v
TE
CE. THE TOE AND TOP E ALL SLOPES SMLL E D DV B. GRACED AREAS AROUND THE PRO -EO:T PEADETER MIST DRAIN AWAY s ZWAjF ,0"111 Mp� EX - - �
� 6' AC
A( AA�CE WITH TIE GRADING LRDIWAHVC:E. FROM THE FACE OF SLOPE AT THE CO 10SIOV OF EACH WOW yCl'ESS f�SEME�t/T 'RIP -NAP � � BERM
DA Y. o f t�C. I?l�¢ -- 04Z14r 76 y 5876- ,
16. ALL TREES >9Rf19�t SS, QRiA OT1,ER ANTEAIAL 9. ALL REMOVABLE PFOTELTIVE DEVICES 9 0N SHALL. E IN PLACE i. !D - 2199 _ � DWG
d1A r _ ...._.� �
--"
SMI BE COLLECTED; PILED OR OTHERWISE DISPOSED OF OFF AT T}E END E EACH h1OWIrG DAY WREN THE FIVE (5) DAY RAIN (74.88 Al 07 ¢5
E $8
'`�• IONS OF EXIST.
T}E SITE BY TIE CONTRACTOR SO AS TO LEAVE THE AREAS THAT PFWABILITY F�ECAST EXCEEDS FORTY PERCENT NOV. SILT FL (76.0) (77.0) (78.0)
PAVEMENT AS NEC. TO "
WAVE BEEN aEARRED WITH A HEAT PhD FINGERED APPEARiANCI= AAD OTHER GE819IS ST•MLL BE REMOVED AFTER EACH FMDNFALL. ' A/.*3'?1 �6'i�/ T9.
APRON FACILITATE CONSTglJC'TI(7FT
FREE FROM UNSIGHTLY DEBRIS. APPROVAL E LOCATION OF 20. �D 6ERMDATION GF SLOPES FAIL 70 PFVVIDE - .- �,. /,' /SPILLWAY ADS
tfADWALL. / I � 6 � I ,�
DEBRIS FILL STALL E SEaFED FROM THE SOILS ENGINEER AM) EFFECTIVE COVERAGE OF GRADED SLOPES (50W COVERAGE) PRIOR 88
- -- ;
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. TO NOVEMBER la THE SLOPES SMALL E STABILIZED WITH � � g4.72)
L35.023
PED STRAW DETALLED IN ACx'OFUN'E WITH SECTION
OF THE EROSION AND SEDIMENT CONTROL HANG OK OF THE STATE
MMAPM
OF CALL OFWIA DEPARTMENT OF CANSERVA TION. J I VlClNrrYMAP..,
N.T.S.
a
(73.751 ' /
1. ALL SLOPES 9iAl.L E PLANTED AND IRRIGATED IN A ;if
1. h1YL1A EDDNG S7•E4LL E APPLIED TO ALL SLOPES THAT ARE GRADED ENCIlVTTAS FIRE DEPARTNIEN'T // /
TO A PPROVE D CITr E SIN ENGINEER aROIN(ANCE AND W G?igRrzONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE _ A58U I LT ,' �`
OL /(/EIVN SAN DIEGO CO. DEPT. OF P'iJBLIC
,41AI ANA11CIP�4L AOTLe O/51R CT HEALTH 0 _
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. a. THREE FEET ASE IN WIGHT DV FILL AREAS.
APPROVED /, APP OVED APPROVED APPROVED
2. FINISH GRADING AND PLANTIM; SHALL E ACtiOAPL19fD ON ALL b. 5 FEET OR MOT IN WEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT - 2,
�' GRAPHIC SCALE 1 " =20'
SLOPES PRIOR TO OCTOBER 1 OR D#EDIATELY UFOV CONRETION SECT TO EROSION DUE TO THE EROSION RESISTANT C�•LAAACTEA � � 8Y:
BY: 9Y:
OF ANY SLOPES GRADED ET*EN OCTOBER 2 AND APRIL 15. OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. �•C•E NO - . 2-9 S77 - -
! - 99 DATE: � 1- g8e53 OATS: 7
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