1997-5290 G (Plans) GR ADING NOTES NOTIRG4TIONS ER CONTROL (CONT) LEGAL DE5CRIP77ON
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WESTERLY 70 FEET OF THE EASTERLY 80 FEET OF THAT PORTION OF THE SOUTH
HALF
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE DESIGN CONSTRUCTION STANDARDS SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY OF SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 12
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT
AS PERCENT (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN
DIEGO,
ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER SHOWN ON THESE PLANS, HOWEVER: STATE
OF CALIFORNIA, ACCORDING TO THE UNITED STATES GOVERNMENT SURVEY.
PRIOR TO ANY REQUEST FOR INSPECTION. 10. SHOULD GERM /NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
Q
T,HE CON T,RA C TOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO OF GRADED SLOPES (90X COVERAGE) PRIOR TO NOVEMBER 15,
THE SLOPES SHALL BE
,. , , ,- , r. -. -, .„ ,, , S � ° • r - ;u Tr- . T WORK � T ' Z WITH PUNCHED STRAW
INSTAL LED IN ACCORDANCE WITH SECTION .35.023
THE Si JI kE; `CRT Tr1ZED 'ii Er`�1K1" OF .SUIL L ^J!fST'i�.�TJ(,�IJ SrIvCLc F�A1lLY �.ON,`,Tn.�lCr,011 rcW_)T�_�.r AN' c.X,�r ,ITi1.1TIE� OR Sf.,UCTURt�
LOCA AT ,rlc W >F�l� SITE, .ABI
,L.cED �1 A..S'E,JSOI�►S PARCEL NUi� N
_ PREPARED BY SHALL BE NORTH COU�IITYCOMPACT /0/V IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF THE EROSION AND
SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA
CONSIDERED AS PAR OF TH/ RA /NG PLAN. ALL G AD/NG SHALL BE DONE IN ENGINEER /NG INC. OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION
FOR VERIFICATION DEPARTMENT OF CONSERVATION.
ACCORDANCE WIT H RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. DATED MA2CH 7, 2000 AND LOCATION OF UTILITIES AND NOT /FICA T70N OF COMMENCEMENT
OF WORK, 216 - 100 -22
J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND f A. SEWERS - LWD (760) 753 -0155 LEGEND
SITE ADDRESS
TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. B. GAS & ELECTRIC - (800) 422 -4133
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION PROPERTY LINE . . . . . . . . . . . . .
. . . ' ' ' ' . ' . - -
WITH IMPROVEMENT PLANS. C. WATER - SD WD (760) 633 -2709 CABLE TV - (800) 422 -4133 PROPOSED DAYLIGHT „_
1753 CA1/DOR STREET
D. TELEPHONE - (800) 422 -4133 EXISTING CONTOUR.... ... .. ................ ......... -._ __- _- , �•-� _- ..__ _ .
' "' ENCINITAS, CALIFORNIA
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. /t C �� ��-
E. • • • • � � � � � � � � � � � � � � � � � � F
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT ---- -- 200 ----- OWNER /PERMITTEE
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 ,HOURS PRIOR
TO PROPOSED CONTOURS . . . . . . . .
?EPLACE OR R� °AIRED TO VONDITION EXISTING r�'RIOR TO GRADIivG.
BE��INNING ANY WORK ON THIS PROJECT 197.30
PHONE. (760) 633 -2770. PROPOSED SPOT ELEVATIONS• • • • .. .
� -- JEFF A NDE,PSON
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MOMUMENT OR BENCH MARK WHICH AI f/YME T CA. 9 O
IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALL FOR INSPECTION. PROPOSED
2.1 FILL SLOPE . ' ' ' . ' ' ' ' ' ' ' ' ' . ' . . . ' �� - ENC //V /TAS, CA. 920Z�
REGISTERED CIVIL ENGINEER OR A LICENSED LAND SUR VE YOR2 PHONE. (760) 633 -2770. ALL WORK PERFORMED WI THOU T BENEFIT OF INSPECT /ON
y y y y
WILL BE SUBJECT TO REJECTION AND REMOVAL. PROPOSED 2. 1 CUT SLOPE ' ' ' ' ' ' ' .. ' ' ' ' ES TIMATED
QUANTITIES 1
7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, r
INCLUDING SHORING AND SHALL BE RESPONSIBLE FOR CONFORMING ALL LOCAL, STATE PROPOSED PCC DRIVEWAY
CUT 175 -26$ C. Y.
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SOILS ENGINEER'S CERTIFICATE - -- 1
& GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR
pALEl2.iPEGLI 6 "CONCRETECURB� � ... ..... ...G- 1..... '." " "
1, A REGISTERED CML ENGINEER IN THE STATE OF PROPOSED DRAINAGE SWALE• • . • -� FILL 225 M C. Y.
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.• 30 P.M. AND CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,
IMPORT 50 -9- C. Y.
7 A.M. NOR ON SA TURDA YS, SUNDA YS AND CITY RECOGNIZED HOL/DA YS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL COND177ONS PREVALENT
- - - - - - -,. -
PROPOSED STORM DRAIN (8" PVC UNLESS OTHE'RWl.SE SHOWN) - - - - - - - - -' -
WITHIN THIS SITE WAS MAD B ME OR UNDER MY DIRECTION BETWEEN THE DATES * EARTHWORK QUA NTI TIES ARE ESTIMA
TED FOR FERMI T PURPOSES ONL Y. (CA LCULA TED ON
9. NO GRADING OPERA 77ONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD C2 3 -7- 00 ONE COMPLETE COPY OF THE SOILS REPORT
PROPOSED CA TCH BASIN 18'x18" GRA TE • A THEORETICAL BASIS ACTUAL QUA NTI TIES MA Y VARY DUE TO SHRINKAGE OR SWELL
ONSITE WIT`-1 FOLLOWING PEOPLE PRESENT' CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, M ICED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN
SUBMITTED TO e ROFESS/ ON FACTORS)
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADING MEETING SHALL BE SCHEDULED THE OFF /CE OF THE CITY ENGINEER, ALONG WITH THE UPDATE LETTER DATED
N � �,� R. RF ql
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. G NOBAG LAYOUT PER DETAIL ON SHT 2
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE ENVIRONMENTAL NOTE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BE 13 z OPE TO BE HYDROSEEDED..................
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION
INCORPORATED IN THE GRADING PLANS AND SPECIFICATION XP. 9/3 q
SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM S/GiVEO �' ROPOSED RETAINING WALL PER RSD
C -6 & C -4 1. THE STEEPEST EXISTING OPE IN THE GRADED AREA IS N/A (ALL MAN MADE)
THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY SIGNED: DAL E R. RE C/ `�� T (EXCLUDING
AND EXISTTN MAN MADE SLOPES).
WI TH ALL CONDI77ONS AND REQUIREMENTS THE Cl TY ENGINEER MA Y IMPOSE WI TH REGARDS - 9 EC HN
p
'
............ INC. VERTrCAL HEIGHT OF FILL � :�'
TO THE HAULING OPERATION. RCE NO.: �,� C,. E. 000713 EXP. DATE 9- ® CAL�F� WATER SERV /CE LATERAL �`JJ 2.
THE MAXIMUM VER77CAL DEPTH OF CUT IS 3' AND THE MAX /MUM
1 E , . _4
11. UPON FINAL COMPLE7 NORTH COUNTYCONJPACT /0/V ON OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL EXP. DATE.' f66--
P. O. BOX 302002 SEWER SERVICE LATERAL ...... - ---{�
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION ESCO/VD /DO CA. 92030 3. A. AVERAGE
DEPTH - VOLUME OF CUT _ - ' Co,237C.F ,
SHALL BE PROVIDED STATING. "THE GRADING UNDER PERMIT NO. 5290 - G 4,806 FINISH FLOOR F.F.
) _
IN SUBSTANTIAL CONFORMANCE Wl1N THE APPROVED GRADING PLAN PHONE (760) ¢80- / / /moo OF CUT AREA OF CUT
�I,- S. F - /. 3
HAS BEEN PERFORMED DECLARATION OF RESPONSIBLE CHARGE FINISH SURFACE ... ....................... ' . " " " F.S
OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED
BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. FLOW LINE . .................... . ......
F. L. OF FILL AREA OF FILL 3, 804 S.F.
- B.) AVERAGE DEPTH VOLUME OF FILL = . . 6,0(OGF. - 15'
/, HEREBY DECLARE THAT / AM THE ENGINEER OF WORK FOR THIS PROJECT 774A T l
12 ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HAVE EXERCISED RESPONSIBLE CHARGE OVER 7HE DESIGN OF THE PROJECT
AS
HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXCAVATON PLACEMENT AND COMPACTION DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND
THAT THE TOP OF CURB T.C.
OF FILLS AND BA CKFILL S AND COMPACT /ON OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS DESIGN IS CONS /S 7EN T W/ TH CURRENT STANDARDS
AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION TOP OF WALL T. W.
OF GRADING OPERA 77ONS HE SHALL STA TE THA T OBSER VA TIONS AND TESTS WERE MADE BY / UNDERSTAND THA T THE CHECK OF PROJEC T DRA WINGS AND SPECIFICA
TIONS BY THE
HIGHPOINT . .............................. ......... H.P.
HIM OR UNDER HIS SUPERVISION AND THAT CONSTRUCTED IN ACCORDANCE WITH THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME,
AS
RECOMMENDA TIONS OF THE SOILS REPORTS AND THA T ALL EMBANKMENTS AND EXCA VA TIONS
ENGINEER OF WORK, OF MY RESPONSIBILITIES PROJECT DESIGN. LOW POINT . .......... .. ................ .•.•. L.P.
ARE SUITABLE FOR THEIR INTENDED USE I 1
BY.• D TE INVERT ELEVATION ......................... I.E.
13. THE CONTRACTOR SHALL PROPERL Y GRADE ALL EXCA VA 7E0 SURFACES TO PROVIDE _
POST 77 VE DRAINA GE AND PREVEN T PONDING OF WA TER. HE SHALL CON TROL SURFA CE WA TER
B DATE: ' ' D D
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FIN /SHED WORK ON THE SITE AND R. C E F_RAGD L /VT /S HL Ei1/G7NEEl2 fiVG �` sUR[/EY
/iVG G Og7 A A
SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UN77L
SUCH 17EM AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. RCE 20 1525 ESCOND /DD ,BLVD. #A
OWNERS CERTIFICATE EXP. DATE 6 - 30 - 02 ESCOND /DO, CA. 92025
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED RHONE: (76 0) 741- 0533
5 qK:% -or RD.
IN ACCORDANCE WITH STANDARD SPECIFICATIONS ALL. VEGETABLE MATTER AND OBJECTIONABLE / HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS BEEN OR S2 - +� SITE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE
OF THE
FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE CALL OR
FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES COMPACTION AND STABILITY OF THE SITE.
AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE
SIG - 1
WITH SPECIFICATIONS. SIGNA TURF ,P 'P
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE JEFF ANDERSON
SMOO7H SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES OR EXCA VA 77ONS AND 757 HYMETTI/S AVE.
EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER ENC /N /TAS, CA. 92025 "PACIFIC
OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER
OCEAN"
WASTE MATTER EXPOSED OR EXCA VA T7ON OR EMBANKMENT SLOPES WHICH ARE LIABLE TO y-{
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL EROS /ON CON7ROL 1 a
SLOPES SHALL BE ROUNDED IN ACCORDANCE WI7H THE GRADING ORDINANCE. 0
4
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL Be COLLECTED,
PILED OR OTHERWISE DISPOSED OF OFF 7HE SITE BY THE CONTRACTOR SO AS TO LEAVE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PAUL SANTAMARIA
p'
THE AREAS THA T HA VE BEEN CLEARED WITH A NEA T AND FINISHED APPEARANCE FREE A T (619) 725 -1813.
FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED Qp
FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH 2• EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT
ALL �
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED
MA TERM L• ON SITE AT CON VEN /ENT LOCA77ONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN RAIN IS IMMINENT.
VH(C HfqH'T ' yMARD
Q�QFESS,�
N
LANDSCAPING J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE N.th.
APPROVAL OF THE ENGINEERING INSPECTOR. >�
e �k�' �;�0 R L,� �, u. c; �. Domingo a
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
WORKING ORDER �`
BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING TO THE SAT /SFAC770N OF THE C/TY ENGINEER AFTER EACH RUN OFF PRODUCING
PLAN B RED UNDE2 THE SUPS V /S /ON OF �� NmC29118 0
ORDINANCE AND ALL ADOPTED LANDSCAPE AND /RRIGA 77ON STANDARDS. RAINFALL.
uj
xP 6 -3 02 o
DATE: 3 �a
2. FINISH GRACING AND PLANTING SHALL RE ACCOMPLIS.HEP. ON ALL SLOPES PRIOR TO 5. THE CONTRACTOR SHALL , NSTALL ADDITIONAL EROSION CONTROL MEASURES
AS MAY BE R.C.E. NO. 33220 * 9 civ�� � Qr �O� C
I OQ�\�
OCTOBER 1 OR IMMEDATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN �� o�'��
15. REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR OF
OCTOBER 1 AND APR
UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. HERALD R. ANT /S EXP. 6
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO r
PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS LEUCADIA COUNTY WATER DISTRICT DIEGUITO WATER
DISTRICT ENCINITAS FIRE PROTECTION DIST.
CONDI TION. Tr
U o RENGINEERING
4 s ,�o
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL REVIEWED BY: REVIEWED BY: REVIEWED
BY: - ,, 7
BE INCORPORATED HEREON. STFAJOTLOLAL f ^_ ' _ -- /* -- STE 1MFOVEMEI!�TS
W'hFAX: (S19) (619) 268-155 J _
/ / FAX: ?.58 -1558
3. GRADED A;?EAS AP,OU ^ND THE PROJECT PE,' /METER. MUST DRAIN AWAY FROtV THE FACE DATE: DATE: - - DATE:
6665 COWOY CT. � W
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 1 1* m t 1 2 /� I q 7 S/W DIEGO CA 92111
� �'a ��
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCAM COMMUNITY DEVELOPMENT DESIGNED RY DRAWN BY CHECKED BY APPROVE
CITY OF ENCINITAS E14GINEERING DEPARTMENT DMAWING NO,
/ NEW E.O.W., NEW OWNER ADD THE BENCHMARK FOR THIS PROJECT IS A APPROVEI� PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED
APPROVED GRADING PLAN FOR:
SHE REIi /SE GRA /NG COUNTY OF SAN DIEGO STANDARD BRONZE -'y 5 29-o - G
DISC IN COCRETE MONUMENT SET IN THE HORIZONTAL 1" = 10' DATE: f ANDERSON RESIDENCE
CONCRETE SIDEWALK. LOCATED AT THE 1
" I SOUTHEAST CORNER OF BRIDGE 57 -480 AND BY: - R .C.E . NO ` /`� - �- BY: - VC . BY:
17 CAUDOR STRfFT
VERTICAL 3
- DESIGNATED AS "D.C. -- 178", PUBLISHED --�- _ _
ELEVATION = 48.164' PER COUNTY OF DATE: 1 �r EXP. .ENCINI�/•!S C/�(.IfORN�i4� ___ DATE_: - - (Z - 2.�`g
DATE: ( 2 'L� R WORK PROJECT N0. SHEET 1 l'�f'
- - - - -- SAN DIEGO VERTICAL CONTROL. �� _
C: \Rl 3 \Cl VIL \C1028\
SMH
i R' M =1 86 5 ,
SINGLE HIGH SANDBAG
i
:1 14
OF GRAVEL F
MAX-
2 HIGH SANDBAG
SEE GRADING PLAN to
FOR SLOPE N
c j
MASONRY RETAINING
WALL PER S.D.R.
STD. DWG. NO. C -6 HIGH SANDBAG
�/' . ' - p
3 HI
s I
4 DIA. PERFORA TED PIPE
WRAPPED W/ MARIFI FABRIC -_,.- . -- _ __ ___ ,�- " '" _ _ _ r -` . J � I
W/ 1 CU. FT• /FT. OF GRAVEL
SAND94C DETAILS
NOT TO SCALE
TT
NG HOUSE
SECTION "-C" - ,
C
/ —°�" S 1/2 SW 1/4 SW 1/4 � ! �j ° � � � , j �) I � � � NOTE•
NOT TO SCALE ,.�- r--�' '~- - - - ``� �� ! ;
"
S EC, r 1 �' j j i ; SANDBAG CHECK DAMS SHALL BE PLACED
� I' r IN UNPAVED AREA THE SANDBAG CHECK DAMS SCHEDULE
S THE FOLLOWING ARE
f� 4 7 1 ` ��� __ �r I I i , _�
TYPE OF WHERE SLOPE MAXIMUM
F} J � I I J J f SANDBAG ARE INTERVALS
1 i 3 A. -
2X 75
SINGLE HIGH 1%
B. 2 HIGH 2% - 47 50
C. 3 HIGH 4.� - 88X 30
�' �' _ r � I i ' i I D. 3 HIGH 8X 16Y' 20
�`
34 j
cn �- AROUND ALL CATCH BASINS
6 6 �- . - - _ - _____ - - .. b - - - -h• h - ' '�� _ -_ ►•- _-- I ` , 1 ++ , \ r
! I
^� -- °' h _°� h _ �' "~ { I `� E. 3 HIGH OPENINGS
_ N 100 47 W 143.+�tT
i, 'O., ° .; .0 1 6 �._ .►
1. 0x . , ' ► y ! r ' ° 410 • i ' h ` ► R . 3/ ' (� � f Jam+ ///1
V
194
R
u ° 6 " N 196' 4 -; • .` > h h g 'h ► • f q o- SEE GRADING PLAN
�n �g1 , F. ,► . s _;` ' '' �.. ... p p g pc . . p 2.• 1 ; ; xj.� FOR SLOPE
v�
'• r i .. ,'♦ .. ' D . P.. r^- ,.,.- ".'."^ :.,_,: 4. ° O �..� •� ,!l1�� 111•��
c fi t . may
! ! 1 �\ ^ ► '• , .. • r • ♦ . r ► .' '— j i t�• _ -._-, ► • v �� - ° C • s . 6 i
`� ' • I • A V� f --- 7._.._..._ I PC(i
' \` - • 1 ♦.
�►� AR/VEIMI I' .. 1`� 169 ' `$ t i..m� ..'i• r A VEMENT p ^�
P u
'`` q / .` j .. .•'' ",. _ • . , ', Y.'. �`')���• f1� J Y r ' � �' + J � D - D ° •- :� D �p
� '; � ..i. ` ' � M' � � ! f` � #° � V • .,. J
0 v\ n. I �1• RA c� 3
1 �. y v `` R . ► . , g1 S o ANSI VERTICAL p N
!, ' � g • •� _ ; N i C TR � TICAL REINF BAR
k
EUCTREE l .,.. F' ii ` _ ►, I 6 T4 0 -__ -- _ _ '� OF MASONRY RETAINING t
It
zc�: � � `� '� � �� F.F. 197.30 'o> ,� - _ G,� e . URB i I FRO �' WALL
TO BE EXTENDED 2 t
\ � INTO 8" HIGH CONC.
WALL
"� ` �` '`ro -' I i r� i o
7 I �\ $ p 1(�', 1���` u� _ _.. _ --- -_ - ii t _______ 4" DIA. PERFORA TED PIPE
S 1 / 2 S W 1 ! � � W 1 /4 ! ►.� ; ; �.� -` G. -° �u �- � � �__ _ _.__ i � � � � �
WRAPPED W MARIFI FABRIC
W EXIST �
GROUND
� 1 CU. F
_ T. T,
Sr �. �� t- � - � ' �li� ��S 193 j S r � / /
EUCTREE. 1) \ >Z c`, \ - °� F.F. 198.50 X9 6 ' °
i { f I V
\ X0 1. 8 ; Q o �, ���I PAD 197.83 O p � � �� >�;
//
V �
F� �� W i S B A �W h ti ! i -- MASONRY RETAINING
1
_.
, _ �� U �,. F.F. 79��70 '`. 1 F S• X1 !, :�' % / s � r I I � ��� � �
-` >� WALL PER S D.R.
�. a. i STD. DWG. NO. C - 4
A 1 1 \1 2 J '- - 1 0 J �\ Z`. " ` 00 F.F. 198.50 _ .._ `- ���, W J--' 1
-o
uc
TR
SECTION * A - A
w I }
APP
-
A
! 20 00 g `��--F 1 ale! f NOT TO SCALE
EUC ! ! ``� C �� �'� -- 1 .� S j I l j I
i
W f \
!
r' s' F. - - _ / 12 iF _ I t ; .1 MA
CY
t` � � X
WALE
45 L. V C. PIPE `ci °. `� 2
I \.
.,, 6 2 � 5 6 M /N. ..-p._ • 5 !�i cv -�-. ci _ ._--$�_`P�/C , P,IPE I 8" rPVC PIPE �`•,
`�
! \ f ! S g1 9 1 1g Q 1.59 1 �' '` o ;' I ! ,_ I `��
CuC ; 3 '� ,� F y o 5�-' 1.5� MIN:. `'' - _ - _ - - - = -?- _- _..—- -_= -1 ._ _ _ ! ` ' ,' ,
SEE GRADING PLAN
20 j l F _ - - �r-ft- / I \ ' ` /` FOR SLOPE
i I STALL ASH BLOCK AT
49 MIN. ' ... _ �. ! ` MASONRY RETAINING
i ; ,
P _.. w ..." ` ._ _ P I WALL PER S.D.R.
TlE E Pl E
'� 3 ('�
STD. DW
3 , M L• j I ` ; Q' 0. 2 CFS �.
R ' . 3 r, r ' .�• 4 V 4.66 PS G NO. C -6
^' \ N 1 Ip`' '� 145.00 0 o V- SHAPE" EARTH SWALE ti ,,, rn �- N N slp „
"� o Z o DEPTH 0.7 io o /� fl 00! -� W 4 PCC
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