1995-5165 G (Plans) 141370
GENERAL NOTES
EROSION CONTROL LEGEND STANDARD
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD DRAWINGS /COMMENTS SYMBOL
- -
SPECIFICATIONS . IN CASE EMERGENCY WORK IS REQUIRED CONTACT EVERETT PECK AT 619 942
3 i
NS FOR PUBLIC WORKS CONSTRUCTION THE DESIGN � ( )
IRON/ SdM0844S, v
CONSTRUCTION TA
S NDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO 6074.
L AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE PROPERTY BOUNDARY
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15).
ALL
REQUEST FOR INSPECTION. NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT EXISTING CONTOUR - - ;v
, -
2. THE SOILS REPORT TITLED 'PRELIMINARY GEOTECHNICAL INVESTIGATION, LOCATIONS TO FACILITATE RAPID CONSTRUCTION F TEMPORARY
DEVICES
PROPOSED SINGLE - FAMILY RESIDENCE, PARCEL 4, TERMINUS LONE HILL WHEN RAIN IS EMINENT.
N I V ESTATES DRIVE, ENCINITAS, CALIFORNIA' DATED FEBRUARY 12, 1995 SH,aLL BE 3. DEVICES SHOWN N PLANS SHALL NOT BE MOVED OR
MODIFIED WITHOUT THE EXISTING ELEVATION
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE APPROVAL OF THE ENGINEERING INSPECTOR.
IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
TO �J
\ CONTAINED IN SAID REPORT. WORKING ORDER TO THE SATISFACTION F THE CITY ENGINEER AFTER EACH NEW CONTOUR L�yL
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL F SIZES, LOCATION RUN -OFF PRODUCING RAINFALL.
rZ6WWE E46 RM &JOeJD AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL
EROSION CONTROL MEASURES X55910
RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING
NEW ELEVATION
SN/4LE V REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
C lyoVdA CONTROL PROT�G'Tl0/V e Cdfell AdCIAI 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO WATERS CREATE A HAZARDOUS
COND ONTO AREAS WHEN IMPOUNDED NEW SLOPE 2;1 (MAX) � � � -C�f�
N r�•
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING -�_
FI DAMAGED
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION PLAN SHALL BE INCORPORATED HEREON. EASEMENT LINE
EXISTING PRIOR 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
OR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN
AWAY FROM
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
REPLACED
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END DAYLIGHT LINE
A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AFTER EACH RAINFALL DIRECTION OF FLOW
AND REGULATIONS. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15,
THE
/t It 4 STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW
INSTALLED IN BLADED SWALE
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY ACCORDANCE WITH SECTION 35.023 F THE EROSION AND SEDIMENT CONTROL
RECOGNIZED HOLIDAYS. HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION.
11. ALL SLOPES GREATER THAN 5 FEET VERTICAL HEIGHT, SHALL BE HYDROSEEDED
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING AC PAVEMENT 3" AC OVER 10" CL 11 BASE
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY WITH THE FOLLOWING MIX:
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND A. 3 LB /AC GAZANIA MIX
PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT B. 5 LB /AC CALIFORNIA WILDFLOWER MIX HARD SCAPE 4" THICK
LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. C. 100 LB /AC BINDER
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO STORM DRAIN PIPE SDRSD D-60 = _
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR HE PROPOSED ROPO ED
RM
S HAUL
d dF
lryp) ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND SOILS ENGINEER CERTIFICATE
I, VITHAYA SINGHANE7, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY
6" ATRIUM GRATE & CATCH BASIN BY N.D.S. OR EQUIV.
/• HAULING OPERATIONS.
- - CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION NOVEMBER
21, 1994.
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE F SECURITY, AN ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
CONC. MASONRY RETAINING WALL SDRSD C -1
AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
UNDER PERMIT NO. 4165 -G HAS BEEN PERFORMED IN SUBSTANTIAL FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND
CERTIFY THE
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
SCREEN WALL PER DETAIL'C' SHT. 2
f!/TURE 0ft f /MPllObI AAF#rf ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE INCORPORATED IN THE GRADING PLANS AND
SPECIFICATION
Of oz 4w A'/LC ccrdre; LOURr DATE A ND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING ' " o9iOFSSS /CW. DG
DRIVEWAY PER PLAN
NOTIFICATIONS SIGNED: c
RCE NO.: 782 '� m
EXP. DATE: a! s
Zd#f 01 6STArr; MRDSS SECT/DN Exp. 12-31
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
4P rc
C Fj /r7 /p� I
Al T4 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO �CF1t
U/ Un J EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: DECLARATION OF RESPONSIBLE CHARGE TF OF cj\0k
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT
I LEGAL DESCRIPTION
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED A7
OC THE WORK SITE. HAVE EXERCISED RESPONSIBLE THOSE PORTIONS OF PARCELS S CHARGE OVER THE DESIGN OF THE PROJECT
AS C S 2, 3 AND 4 OF PARCEL MAP NO. 16913, IN THE CITY F 1
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE ENCINITAS, COUNTY OF SAN DIEGO, STATE F CALIFORNIA, FILED IN THE OFFICE OF
EX /51. 6RdDE OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR DESIGN IS CONSISTENT WITH CURRENT STANDARDS. THE
COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 29, 1992 AS FILE NO 1992-
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF 0473587 OF OFFICIAL RECORDS, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
EX457 6K40e - 3 -� COMMENCEMENT OF WORK: I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, BEGINNING AT THE NORTHEAST CORNER F SAID PARCEL
2; THENCE ALONG THE
SEWER (CARDIFF SANITATION DISTRICT) 14MO -422 -4133 AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. NORTHERLY LINE
THEREOF NORTH 89 ° 00'10" WEST (NORTH 89 0 00'4" WEST RECORD)
SAN DIEGO GAS & ELECTRIC 14800422- 4133 83.75 FEET; THENCE LEAVING SAID NORTHERLY LINE SOUTH 02 0 00'43" WEST
258.07
ii WATER (OLIVENHAIN MUNICIPAL WATER DISTRICT) 1- 800 - 422 -4133 SOWARDS AND BROWN ENGINEERING, INC. FEET; THENCE SOUTH
16 EAST 92.35 FEET TO THE TRUE POINT OF BEGINNING;
PACIFIC BELL 14800- 422 -4133 2187 NEWCASTLE AVE., SUITE 103 THENCE SOUTH 63 ° 47'05" WEST 18.81 FEET TO A 200.00
FOOT RADIUS CURVE
MOdIP/EO LANG A/KON ?ex CABLE N (DIMENSION CABLE SERVICES) 1- 800 - 422 -4133 CARDIFF BY THE SEA, CA 92007 CONCAVE NORTHERLY;
THENCE WESTERLY ALONG THE ARC OF SAID CURVE 197.02
60R$0 L7 39. FEET THROUGH A CENTRAL ANGLE F 56 TO A POINT OF A REVERSE 200.00
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO FOOT RADIUS CURVE CONCAVE SOUTHERLY; THENCE • + ^ '
. ' '� C WESTERLY ALONG THE ARC OF
BEGINNING ANY WORK ON T
� HIS PROJECT. PHONE: (619) 633.2770 p, eQefESS/p CURVE 102.48 FEET THROUGH A CENTRAL ANGLE OF 29 ° 21'08 "; THENCE
RADIALLY TO
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. BY DATE �� Z l 15� �� SAID CURVE SOUTH
00 ° 52'28" WEST 16.00 FEET; THENCE SOUTH 05 0 58'31" EAST 341.16
PHONE: (619) 633 2770. ALL WORK PERFORMED WITHOUT BENEFIT OF RANDY R. B OWN RCE 36190 `( R. 6 eP FEET TO THE
SOUTHERLY LINE OF SAID PARCEL 3; THENCE ALONG SAID LINE SOUTH
2 INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 90� � 89 ° 15'01" EAST 289.52 FEET; THENCE LEAVING SAID LINE NORTH
06 0 12'03" EAST 189.99
L _ FEET; THENCE NORTH 16 ° 50'16" WEST 150.30 FEET TO THE TRUE POINT OF
No. 3B190 m BEGINNING.
GRADING NOTES
EXP. 6-0
EARTHWORK QUANTITIES 4L
. fr o / 1 4 0 1 1. ALL GRADING SHALL BE OBSERVED N TESTED STESTED BY A QUALIFIED SOILS CUT: 550 C
- ENGINEER OR UNDER (/C / 4 ,/ L L! EXCAVATION AND COMPACTION OF FILLS AND BACKFlLLS AND IMPORT: 1200 CY
9 QF c �� � ASSESSORS PARCEL NUMBER
Al T 1;. 264- 030-89
COMPACTION F
O TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABILITY F ANY FILL MATERIAL. UPON
COMPLETION F GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS OWNERS CERTIFICATE OWNER/PERMITTEE
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS Z $
OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CNSTRUCED IN BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE
EVERETT & HELEN PECK - m
ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL ON THE COMPACTION AND STABILITY OF THE SITE. C/O CRAIG
LEWIS Z
EMBANKMENTS AND EXCAVATINS ARE ACCEPTABLE FOR THEIR INTENDED USE. PO BOX 968
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO z 2 CARDIFF, CA 92007
N F •.
PROVIDE POSITIVE DRAINAGE D PREVENT PONDING WATER. HE SHALL ✓ J `
o CONTROL SURFACE WATER a R AND AVOID DAMAGE TO ADJOINING PROPERTIES OR BY
n
k TO FINISHED WORK N THE SITE AND SHALL TAKE REMEDIAL MEASURES TO V g
�1tt
[ONE #/a ESTdrfS Cif. PREVENT EROSION F FRESHLY GRADED AREAS UNTIL SUCH TIME AS
t01JE <w
� PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED. ENVIRONMENTAL DATA C °
Dade Aottow i
6lTE 3. ALL AREAS TO BE FILLED SMALL BE PREPARED TO BE FILLED AND FILL SHALL BE m
Rv PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE 1. STEEPEST EXISTING NATURAL SLOPE ON -SITE = 14%
i i w
MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE <
y
TRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. 2. MAXIMUM VERTICAL DEPTH OF CUT = 3'
� n m
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH F 6" 3. MAXIMUM VERTICAL DEPTH OF FILL = 7' 0
jAe,K AND THEN COMPACTED D TO A MINIMUM 90 PERCENT. IT SHALL BE THE N
CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE 4. AVERAGE DEPTH OF CUT = 1.6'
FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO 5. AVERAGE DEPTH OF FILL = 2.1'
W
PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES F
EL �iy��
EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED
o AS DIRECTED BY THE ENGINEER F WORK AND LEFT IN A NEAT AND ORDERLY Q
p 'V�RrF N CONDITION. ALL STONE, ROOTS AND OTHER WASTE MATTER EXPOSED OR z
EXCAVATION $ I LOOSENED SHALL EMBANKMEN WH IC H A
BE REMOVED AND D D DISPO F. THE TOE AND OP F ALL
t SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. Cn
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE
/ / COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE z
LLJ
V I OA T Y Md P CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL W Ld
9T4. OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER z z
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. O
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SC ALE LO M MUNNIN OEUECOPMENT APPROVALS z
Ke r rse CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W D_
L0. ft 0. 'OL &f0W' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED A OV GR401N6 1 0 FOSIO N CONTRac
OLdAl PoR:
C/JISE[ 59. /N rOPOfNE4aWNCt Lal4rEa � sw
44vrj R44117 OEC NORTE 4' RdVCNO HORIZONTAL ��d / �. DATE 3 Z BY: -� BY [ L �� �T ✓` n1GlY�� ���f���
SdNTd fE Roaa I
VERTICAL AIId �• R.C.E. NO.: 3G/90 '� _
kev - 11 /- 476 04 RIM. a e -e' a..1 R. � tfIVOY • OH/N DATE: y� DATE:
T Ah/V. : 2G4 -030 - 8'9
PS16AJJTUtq6 2 EA/6 OdTe / Of FUORlS EXP. � -30-96 WORK PROJECT NO.
y4 -119 SHEET I OF
,x
EXlS7 PR/UA7E ROdO 4 UTILITY Fd4EMFE ff �
PER PM 16913.
6X 7 74f dEMEA/T rn ge O
f04ED PA R DRAk G A{0 3478 I.
Mi WWW r0AFJ`rA O
low - vie - r.
APIN 264
- 1
�.._� ?r• " .._- ._,.. �`�.. NOTE ,-.=
�1�1 /oB ......_ 6yls' l
p / fOrUffe STREET IMPR111CAI 7S PER
(g C" /O �► '� P o . _ I
0RdW1A1d N0 3478 - I, r0 56WA14rtjYer D /
?s4r• oo• No 52'28 E /G.OD' `-^., vR�eRrLrrar/�TRUa7 /ON df4 / /0��: Q =` / i
-
03619/4
,Y �- CLA/MIEV PER f CE No /99
- ®� . � Eff ffLE 0. 2 0� 325
N(Gf/ PT. fj i •f
\ - R /
JC " ` '` � ` PRl(/ATE ROeDEdSEMENr !/dCd7E0 f'�1r ,` I � ry
OoC. N0. 93- 0364913 , REC.
2' o
MOTE
L 197.0
REFER r0 0Er4 1L rO LEFr fOR
Pt. ,, - ti r , � APRON.PEiS �ORSD(�39 ,; � � ,- -•• °."
Nl6N L INTER /M WEATERLY DR /UEWAY r , ®/ ' I / EEDE7A /L I _0 d 1 4 ,11w TE Ipw 9 AW
Ay� ;
AgA EdRT//BLdOE� SWeIE� I °l. N�a - -
r
EdRT/fBCd G /' I Itfow Meg,
I �e��
B
: / � /�1 � � y0 R /P- RAPEA/El►dY O/Ss'7PdTOR PER 0 -3P ..d/B. I '
IV
l54 AC PAUEMENTSECT /ON TD 6E DETERMINED IN edAw ERM C"?AC L A a-
$ A � ° Zffd /2 "TN /CH O4ER /P "f /CTlL81%NKET. 4
' 6L fIELD d r TIME Of CON6r9deTAIA/ 6'/ 40/45 f TOP Of 6L0 ip y�aCy A
ENG INECR (3 "AC 04ER /0 "CC CI edSE M /N)
- -----
J
'
h J J 1
S-
f i l l"
10A/I. BERM LQ JIL Ay WdLL PERDETd /L'L'
G'/J /CNSIREEN ! q ° � TOP Of IGORE Tu/4 SNEEr AC PAWMMEN7
y ` WdLL PERDETd /['C' bpi h, I I �'
A T94 S EEr 1 d e PA _ '- _ A f l �l LOA/57 DG ,9
�� - -
f EdRTFI 9Ld00 SWdCE e 1 °/. MI✓
PLdNTEfl
G 1 I
0 ,-'
3 f , yiS
X I
lV er-My WM.Rzy 09/W 91P saLzr ( "_ z0'
• �'� '` ,
e ' RLOR TO REMOr/dL OF C0L- 06 -SQL �� 3 -t AN�'` i ' t s
A P I a5�
ALL SLOE sOREdTER k/dN 5've�r NE(G T, SNALL BE i t ® a $9 ,/at OO & 1���� � J �r `�
�j J - �� y10 x W NvD0IIL ED Wrry {� Ce/dC G�1ZdNld At /X, 5LB/dC
� CAL IFOR If WILD fLQWER MlX E /OD CB /d C BINDER. I
. 3 E E CON7 N rE e 1
f �y� 43 y� 3 A �4 �� SE lf0lOAl /O
Mortar or masonry cap `,. "-�
p p
a BV ..
f
M �`(ST 8 OI SEGUER PERCS 12/. I
Concrete
dock 2 foot maximum when ` I
steel is required
-
fQy
�� I Qy13 Ak TOPOfSLOP' ' s I I , r` _._.
PA O PROP056D: B' 61(dTER PER ORdW/NG NO" 3478 I
t #3 bar in the "% y _ CrMd 50 NRY RET
center of the wall 097111 &,dOE0 SWdIC L' NWI,K � �' y l•' ti � s 1Y� y _ , -... _
" N/eLL PER SORSO C /.
every 16 inches (7YP) ' 5 '. ° 4 f- �-
H ' t on cantor � .� A x ° 1� � �W / 4ye- CTYPWHERE S/d0/cGVJ � r j 1 J { '' ~ (l.E.
1881 � r r � C:D -
J
x pg2 - EeRTN BcnOED SWALE
Locate vertical steel in ° a ' [ EX /6T SGVER LA7ERdL
I. WALL HEIGHT g the center of the wall 140GU SANDBdGS 2 BAG' f/f&/1 \ h �' / M /A/ (TYP)
Fence hei ht is measured from the to of the footin `�
of the wall. p g
to the to i Reinforcing steel , ti'
P la 15 inches -
20• lap ped
or -..,,� 2 bdGC KIG44" p If
toi a3 bar, 20
H. MASONRY FENCE SPECIFICATIONS inches for N4 bar t
�. \ _ _._ _ _._. _ �\ Bp oo/ { EX /S7 PUd�L lC SEJt/ER EA
Use the following specifications when constructing a MEdf7 ( i
masonry fence. ,, � �e1 � p � I
RJR r! 19921034325, REC.
1. concrete Mu M fl�•E 0. 1 99�03G79f4 RfC
i a3 «a4 bar
I Q4y� V �D�� Ap `� 170WSDND6dds; PAISS I 6 A9 91� { i fj O ( ?
The concrete mix for footings must meet the strength continuous ^:� P4d , - t i ,. ,>I , t /
_ „- \
of F'c = 2000 Psi minimum, or the following: � -- .__,_._..,_ --" j , �• ; / J
1 part Portland cement ` _ _/
f'
2 / parts sand 3° Z o
3' / parts' /, inch maximum -size gravel _ A . "�; �, / ` t , ` ! f ,, • ,'
Not more than 7 g allons of water p er sack of cement. w' ��`��
Steel i 4 i ffV TER r"FAAFWr
3. Reinforcing ~` ° y 1 I t7A AW�A4$ Mr- JW V -.r
i
2. Mortar MCI Reinforcing steel must be deformed and comply with - v / - 10' /0 1 140 4 OYe 6TORM-4Rd /N j `
{ / / /
minimum, or the following: continuous bar cannot be used, a lap or splice of 40 -bar .. , .. ' P a °/ .' r ; ,
r / f® ,' l � ' \ W Mortar mix must meet the strength of F e - 1800 Psi ASTM specification A615 -82, Grade 40. When one 0
4500 P /PE /0. D i i l k-' Dw
1p q - - RIP- RAP E"Na"I O1S3iPerOR PER O 3 ?, Nd.' 2 i j f0'f r ' n
1 Portland cement diameters i s required. 1 CHrY/G , /2 TN/CK DOER /2 f(LTER BL�fNKET j 1 ! / J(
Z W
3' / parts send l _. i z
V/ part hydrated lime or lime putty 4. Grout Mix
Plasticcementmaybe used with 3partssandto 1 part Grout must meet the strength of F'c = 2000 Psi ' *� i t F
f ( 1 t •, f _
plastic cement. minimum, or the following: j ( I I 1 j p F �
EXIST ROdD e UTILITY EdS'EMENT PER F11elPdGE N0. 306530
REC, /? 3/ T/ _ . ( , { t i f W Mill
Reinforcing steel requirements for masonry walls `•� - - - - _ I ! J } ;, i ) f
Wall Material W In T In D In Reinforcing \ /' ;,�-" - .w ---_' ._ -. -' �+' jl r.F I rt
' ` I f �X, Vl I`
Height ktchm inch" htch+a steel 6X /5r R04D EASEMENT dRdNTED r0 T1/E LARD /ff 6dA/ITd7 /OA! D /5TR /CT I // t
7, o
✓ PER RICA&. /99? 034324 ?,RECD 3 92 4' d PORr1ON Q!/IreM19t9 air
4' -0' 6' concrete block 12 8 Y 7f3 @24' O.C. �., ..•••
B' concrete blodk 12 s 2 N3 @24 "�_. .__....._ ...._--- ---"' f1LEN0. 1993 03G79/3.REC- b- /0- 93.,,,.. --"' f
f l ? f 1 r
8' brick 12 6 2 #4 @24 O.C.
6' -0' 6' concrete block 12 8 4 #4 032' c.c. ._- .- ..................._.. -- - .- _...._,.... — i i
� i - — .
8• concrene Mock 1 s 8 4 +4 024• o.c.
8' brick 18 8 4 M4 @24' o.c. A \\ r ,.� j / -------- ... ' W 90
8" brick 24 8 4 #4 @24 o.c. ^' ~Y � ^ -~
I ,
; ,
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