2014-11939 SG (Plans)DRAINAGE NI
UTILITY NO CONCENIRATED DRAINAGE FLOWS ARE PERM= OVER ADJACENT PROPERTY LINES.
WATER IS TO DR41N AWAY FROM STRLCTLFES FOR A MINIMuM OF 5 FEET AT 2 PERCENT
AM BE CONVEYED TO AN APPROVED DR41MGE FACILITY.
!
ALL urzrnm sERvDvs THIS SITE SHALL BE INSTALLED aysrpaw.
SEN53AL NOTES
1. ALL NOW SHALL BE /► IN ACCORDANCE a V THE STANDARD
REVISIONS SPECIFICATIONS FOR PUBLIC NOWS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.
ANY CHANGES OR TO ANY REQUEST FOR INSPECTICN.
SOILS •,• 71 'GEOTEOhNICAL EVALUATION OF GRADED PLAYGROUM
3537 DOVE HOLLOW ROAD, ENCINITAS. CALIFORNIA (A.P.N. 264-291-05),' PREPARED BY
VI R]CLETON ENGINEERING, 7 DATED •;a a GRADING
/./ ACCORDANCE • t 7 /• Oti • t SPECIFICATIONS CONTAINED IN
SAM REPORT.
/' +• a '4•• f a 5 l.IS / / ••,.. I a
•.•,f•a• l /' -•/- b•=Ir I•. I4 r.. Y. .bat f.• ,. :•, 7r
/ •! / /'• /: •I of v. I J 57• • a7e 57f
Jill
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r• !rr •.. , a rr: ■ ar :� a r +.� r I • /
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5
7- •■ a1 n I I• � /• a I
:.7 a •-7/ �/ l 'x.71 k '■
/a:r. .;..! /' I I: ■ 17:x• ( • a .'171 'I
•i ! / nay r, 7 r 7n. ,. �. t r 5•!ti • / ~ r; y ,
I•• a 7 • +,r I . �� h ,
,! yr; I .,y .t�. =, =,1. �: • e. .,, e
J r c7 7/ I •7 f( -•;/ �� I a
ON TMW PLANS WE)EE OBTA11\1ED BY A ff�� OF AVAILABLE RECORDS. TO THE BEST OF
OUR KNONLEDGE' THERE ARE NO EXISTING UTILITIES EXCEPT AS S40M ON THESE PLANrz
HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PR07ECT ANY EXISTRO UTILITIES OR STRUCTURES LOCATED AT THE WOW SITE. IT IS
THE CONTRACTORS RESPMlBZL17Y TO CONTACT THE FOLLOWING OW1*RS OF SAID
UTILITIES OR STRUCT[AFS PRIOR TO ANY EK04VTIM FOR VERIFICATION AND LOCATION
OF UTR TRES AND NOTIFICATION OF a► a s NT OF t•
C. WATER I l ,, ) 753-6466
E. CABLE TV COX MWNICATIONS-050-M-9909 X-?233
2. CONTRACTOR SHALL NOTIFY THE' CITY ENGDEERS OFFICE 48 HOURS PRIOR TO
3. THE CONTRACTOR SHALL GIVE 24 HOUPIS NOTICE ON / • MSPECTION. PWE.
(7601-633-R770. ALL WOW PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
SUE11JECT TO REJECTION AM REMOVAL.
REVISIONS I APPROVED I DATE
EROSION CONTROL
EMERGENCY 1. IN CASE f W IS REQUIRED CONTACT STEPHEN :5:
•a A /
TIMES 2. EOUZPAIENT AM NEWERS FOR EMERGENCY NOFK SHALL BE MADE AVAILABLE AT ALL
DLRING THE RAINY SEASON (► /BE / APRIL NECESSARY ]'
SHALL BE STOCKPILED ON S17E ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
AkPIO UfRiTRUCTION OF TEMPORARY EROSION CONTROL MEASLFES WHEN R41N IS 1AINVENT.
3. DEVICES SiMN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF i ]]• 1 6 11\1SPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTRCL BEVIES TO N9KING ORDER TO
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEAS1LRES AS MAY BE
REQUIRED BY THE CITY ENGINEER aE TO AN INCG%RETE GR401AG 6PERATION 03
0FORESEEN CIRCU16TANCES WHICH ARISE.
B. THE CONTRACTOR SHALL BE RES'JONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ! AREAS RAT ARE L#VSAff OR ARE POTENTIALLY .,
7. ALL EROSION F •/. PROVIDED PER THE APPROVED GRADING
INCORPORATED WEREON. .
8. GRADED AREAS ARCUND THE PROJECT POMETER MET BRAIN AWAY FROM TIE FACE OF
SLOPE AT THE CONCLUSION OF EACH WOW BAY.
9. ALL REMOVABLE PROTECTIVE DEVICES •/ I r r/ r if
■• f •• =r r a■ • /r •r,tt I • r 1 •a• r
A r / r `Ir r•• I ■ a / r r••: , a�
PRIOR TO COLLECTION AND DISCHARGE ONTO 71E STREET AM/DR INTO THE PLELIC STOW
DRAIN 7 • r r I /'• ! J" et '7t l: Y 't I a/ T :• I'-
4. AY if'AINS "LL BE INSTALLED IN HAROSCAFE DRIVENAYS, OR ANY OTHER R4�RVJDUS
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMPAMP.
5. DRIVEWAYS SHALL i .i, MOSS SLOPE TOWARD THE DFAMP AREA L,
VE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGED TO COLLECT RLWT AM
DISCH41W IT TO AN ADEQUATE IMP/BW.
6. ALL STCFPWATER IMPIBW FACILITIES SHOW HEREBY SHALL NOT BE MODIFIED OR
.TERED WITHOUT A PER41T FROM 77-E CITY.
7. THE INSTALLATION OF I / ■ NAL IMPERVIOUS SURFACES NOT / ON
A le
5 ! r•, sae / • 7 r ]7• • ]•
a a/ a +rte ra l /r a■ a / r
r ►ib bT I 'a ► 11' f / /
■••l ] 7••• l ►r ••a5 •;r 571 •!•
ENYMON ENTAL PATES
1. THE STEEPEST EXISTING SLOPE IN 77-E GR40ED AREA IS WA
(EXCLUDING ANY EXISTING MAN MADE SLOPES).
2. THE MAXNNN VERTICAL DEPTH OF CUT IS 4.5' AD THE MAXIMUM
VERTICAL HEIGHT OF FILL IS 4.5'
3. AJ AVERAGE DEPTH = VOLUME OF CUT (CFJ = 2.0 FT
OF CUT AREA OF CUT (SFJ
BJ AVERAGE DEPTH = VOLLOE OF FILL (CFJ = 2.0
OF FILL AREA OF FILL (SFJ
7HAIA3''ilt DATA:
200 CUBIC YARDS EXCAVATION (CUT)
200 CUBIC YARDS EMBANKMENT (FILL)
0 CUBIC YARDS NET IMPORT
ESTIMATE DOES NOT INCLUDE STRIPPINGS, OR ANY
UTILITY TRENCH VOLUMES, IF REQUIRED BY SITE
CONDITIONS
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR
PERMIT PURPOSES ONLY. (CALCULATED ON A
THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
DUE TO SHRINKAGE OR SWELL FACTORS).
• :4 i a
DESCRIPTION• ASR#ED TBM
SE PROPERTY CODER PER DWG 5154 -G
ELEVATION• 371.0 DATUM USC & GS HORIZONAL N/A
ADJUSTED 22 FEET VERTICALLY TO APPDXIMATE
NAV088 DATUM VERTICAL N/A
ELEVATIOAt 3732 DATLK NAVOM
!;�:.: !�: •/ a r! •r / a. •] , a / ta.
CONTRACTOR SHALL ESDLLISH AM USE AN ADEQUATELY S12ED CONCRETE WASIOUT AREA
TO CONTAIN WASHOUT ON ILLEGAL TO WA91 CONCRETE,
MORTAR STUGCQ. PLASTER AM THE LIKE INTO THE STORWATER CONVEYANCE SYSTEM OR
ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGN4TIMS THE WASHOUT
LOCATION.
CONSTRUCTION
I! 7 •r r Ir t. � 1 a I 1
'� M C' • '/ /' I'+ � 7f 7 a
7•,� ITU &110
../ / � a• /4 / /-
SLRFACES SUCH EROSION CONTROL ADEQUATE G`/ M COVER VEGETATM AM
BONDED FIBER
NO EXCAVATION AM GRADING ACTIVITIES ARE ALLOWED DURM NET WEA7HER.
k.
m7z;A.: a•/ J r /
SHALL BE CONDUCTED IN PHASES TO AVOID WECESSARY REMOVAL OF THE NATLR4L
GUM COVER. 00 NOT REMOVE TREES OF? SHIM UN*-CESSARILY, THEY HIP DECREASE
EROSION.
a/
•ORA 1 ~ CONTROL r ► / /• OR CONSTRUCTION /
r a E /• EROSION ••/ EROSION 7e
BY PLANTING FAST-GROWING ANNUAL AM PERENNIAL GRASSES TO SHIELD AND BBC TIE
SO
PLANT PERMANENT VEGETATI/ ►r POSSIBLE ONCE EXCAVATION ► c• • ► I
ACTIVITIES /
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
I /: 6 /. MAP&STERAGE
STORED MATEHIALS SIALL TAINIEU IN A SECLRE PLACE TO PREVENT SEEPAGE AID
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT
OF RAIN. CONTRACTOR SHALL PROVIDE r I•• CONTAINMENT 1• ALL FLEL
■^ ► r
0i N
MI T
L°: m r..
BE TRADED TO 14R WITH THE CITY OF ENCINITAS STORWATER POLLUTION CONTROL
REQUIREMENTS. T BW NOTES SHALL / EVERYONE NOWING ON
THE PROPERTY ONER0 AND THE PRIME CONTRACTOR 141ST DFORM SU9CCNTR4CT0RS ABOUT
STORWATER REQUIREMENTS AN/ THEIR OWN RE'SAMIBILITIES.
WASI r7
' I • BE RESPOI61BLE J • PROPERLY DISPOSINS OF / a(
101 7• T 7 I I a
•J : a• / •Itia► r r ► r r
•/• / r/!/ I5 I 1•a7• � I r a as = r a I-
r I, -•f u r /•• rr .r y I r •r• .
// •I F•'►••1 f F a
■• /• r r e• ti •/ r a r a / r r
• r •�� a . � r■ ] I ] • r rr • • a r �
ff
LANNING & BUR DINS
REVIEWED B!
q Iy
D Te
IA . /
POP,
•7• I.L ••/•I371 /
LEGEND
LOT LINE
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING EDGE OF PAVEMENT
CENTERLINE
LIMITS OF REMEDIAL GRADING
TOE OF SLOPE
• � ! /ra•�i•� •a
1• ■
/ r
RATER !,LIE
I•, HYDRANT
POWER POLE
LIGHT •!:
FINISHED M4DE
I FINISHED SURFACE
TW
BW
AC
7B
TC
FL
G
SMi
WV
FH
AD
LP
FIG
ps
M
ON614"ER14ITTEE
LAKE FAMILY LIVING TRUST
3537 DOVE HOLLOW ROAD
ENCINITAS CA 92024
DESCRIPTION
SE QUARTER OF SW QUARTER OF BE QUARTER T]• 1. QUARTER OF SECTION
TOWNSHIP
DWERS ra
IT IS °AC41EED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE
IT IS FLRTHER AGREED THAT THE OMER (DEVELOPER) S�WL HAVE A REGISTERED CIVIL
EAGINEER MAKE SUCH r M E% ALTERATIONS I'
ADDITIONS ! THESE PLANS WICH THE CITY ENGINEER DETERMLES ARE NECESSARY FOR
/ DESIRABLE FOR THE PROPER I I OF THE IMPROVEMENTS.
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE RETAINED To SUPERVISE OVER ALL GUOING ACTIVITY AM ADVISE 9: THE
COMPACTION / STABILITY /
STEPHEN A LAt(E
LACE FAMILY LIVING TRUST
3537 DOVE HOLLOW ROAD
ENCINITAS, CA 92024
DATE
SOILS EWDEERS CERTIFICATE
1; &40�k)A- Yi-qjr A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED S011-
MECHANIM HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
COMITIONS PREVALENT WITHIN THIS SITE WAS K40E BY ME OR LWER MY
DIRECTION BETW77 ►• -• •► ONE 1
COPY OF THE SOILS REPORT COWILED FROM THIS STUDY, WITH MY
REWMIE) i• TJG%15, HAS BEEN 11 TO THE OFFICE OF
HAVE REVIEWED ••/r . AM CERTIFY
RECO41431"TIONS INCLUIED IN 7TE SOILS REPORT FOR THIS PROJECT HAVE
•:a ,
Dt' t.
VRikE & MIDDLETON 7 17]• r 1
2450 AUTO PARK WAY
ar DID r
(760) 743-1214
'! of 7 T • ra' 7/ i •'J� I a !'
a 1.777• °•I I' ••I 't I 7 1 7T ►^
! •.75
-Yin Im
Y• I- h r.. •.,/ ] a • `71 ']' /, 7 ' l a• •7 I l IS 1
COURSE FROM PROPERTY DAMAGE DR BODILY INARY ARISHE SOLELY FROM THE NEGLIG&ff ACT�
ERRORS, OR OMISSIONS OF THE EN011fER AM HIS /fER AGENTS OR EMPLOYEES ACTIN9
W17HBV THE
THE NCV�' POFOINED BY THE ENGINEER.
BY. /� �, 2'�44� '�� 6 /1/// L_�
RCE Na. 73620 �p `� PN 6RE�G q!
PASCO LARET SUITER & ASSOCIATES
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074 ¢ Expo
PLSA
7 12/34/14
PLANS PREPARED UNDER THE SUPERVISION OF RECOKkENDED //Ja0 AP
DATE: BY: AL^ M aL= BY:
R.C.E. N0. 3 20 MASIH MAHER
WILL M G.'MA'Cg EXP. 12 -31 -14
DATE: 7123 "1
Kim
W
J 3537 DOVE HOLLOW ROAD
& PUBLIC
Ay A.P.N. #a54-232-16
J: \Archived Jabs \1764 \1764 simplified.pro
SHEET I OF 31
PLSA 1764
WCHQ 'YM"
T"NaYY Li%l%G 1 r7Y! 1 GR
& ASSOCIATES
BURDINGPERhW#
NTS
CIVIL ENGINEERING + LAND PLANNING + LAND GURVEVING
BMP STATUS:
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 859.359.5212 1 ffs 858.259.4812 1 plsaengineering.com
STAMAIW
AS BUILT
EMINITAS FIRS PROTECTION DIST.
0LIVI$1BAW MUHICR/AL WA,=DTSTR=
PARES & RECREATION
PUBLIC WORSS
IEW D BY. • `
VIEWED B r
REVIEJ BY
AE BY.'
14, 1
DA E 0/
DATE
0rca1An10C CV0 =0 7 VCA00
ACT= nATC'
r
DAIE. I N
WILLIAM G. MACIC A"
W.C.E. N0. 73620
EXP. 12 -31 -14
PLANS PREPARED UNDER THE SUPERVISION OF RECOKkENDED //Ja0 AP
DATE: BY: AL^ M aL= BY:
R.C.E. N0. 3 20 MASIH MAHER
WILL M G.'MA'Cg EXP. 12 -31 -14
DATE: 7123 "1
Kim
W
J 3537 DOVE HOLLOW ROAD
& PUBLIC
Ay A.P.N. #a54-232-16
J: \Archived Jabs \1764 \1764 simplified.pro
SHEET I OF 31
PLSA 1764
SWALE SHALL BE PLANTED
ADEQUATE GROUNDCOVER OR
PLANTS THAT ARE NOT PROW
BLOCKING THE DRAINAGE FLOP
ALSO BE PLANTED ON SIDE Sb
IMPLIFIE53 R A I PLAN 37 DOVE ,HOLLOW ROAD
T -3350
hl
d :
f
AP t 264-232-18 PROVIDE PERMANENT LANDSCAPE BW= 33$_.2 �d
l�
OR BONDED FIBER MATRIX (BFM) !
-- FOR ALL GRADED SLOPES � -335.0
I
TW 335 0
TOP OF SLOPE i } BW- 134.0 f
1 4' MAX KEYSTONE- e55 / TW =335.7
RETAINING WALL ��� BW -335.Q
(SEE DETAILS SHEET 3) �,
Nit
I LIMIT OF GRADING - '
(TYPICAL) TW =335.7 f
TW =333.9 BW =35.2
ATNTOE OF SLOPOR / TW -333.1 ' / TW -333.1 BW= 329.9 / TW =395.7 f
TEMPORARY CONSTRUCTION Bhp BW= •29.3 � � BW -329.3 ��''� � t I BW= 335.7.7
AC W- 7 � A
/.
PROVIDE PERMANENT LANDSCAPE - "" �,�� '- '���� � BW -333.1 J
1 OR BONDED FIBER $ITRIX (BFM) ' p
SG. � 1
1 FOR ALL GRADED DES i' BW-W-3�29.3 �� FL =394;8. FL =335.70 1 J f
r
4' MAX KEYST - -- - - -- a 333.E / % 1
RETAINING W L FG= 336.1 -� f� EX =342;40 %
I (SEE DETAILS, S DRAINAGE HEET 3) 71V=334.2 /
1' /' r ° BW =332.5 DIRECTION
B
� '
y
/ X10 �' TW- -
335.7
,_ . -.. BW= 333.1.... - FG =335.9 1
EX= ,324,51 '�2 / YARD DRAIN INSTALL FIBE74 ROLLS /
O
' AT TOP OF SLOPE FOR
TW =332.5 =332.50 TW= 335.8 TG =335.2 'TEMPORARY CONSTRUCTION BMP
/ I BW =329.0 BW =335.5 IE =333.2 i ✓
1 DRAINAGE YARD DRAIN FG= 338.70�r
1 EXISTING ` , _ FC=332.20 DIRECTION T6=934.4
DPI l YA / 7' 1E =3315
"4 PVC /
QFhbRAIN
.0
0�,)-fo w -32e.o (TYPICAL) ��TO j
AREA To sF.
' � ' !3E M�.�HEa
�`f 1 .w; YARD MAIN MUL 114E0 DIRECTION LIMIT OF WOW �� /�
r ., r /TG =332.0 d
m =327.7 MATCH EX WALL
N d
3g2
IE TW =3342 MATCH EX WALL d
27.17 BW= 331.6 TW =330.7
_ j
W =338.7 BW =335.7 J {
1 TW z . r9 /T BW =335.7 / d
1 BW =327.1 TW= FG -331.5 /
EX= 326.37 - < BW7330.1 A TIC=
gW® 331
LIMIT OF WORK EX- ,31.22 .5
.x 5
i Lu
(TYPICAL) EXISTING` HIGH CMU% dd
1 _ T1i1NINT,BALL. = lj�EXISTING 3' HIGH 1
II d
SEGMENTAL BLOCK
EX =33155
d
� I�i STAINING WALL
cc
E �137.34� E1 TW=338.7 41
TW `334.2 BW= .335.7
BW =33P.& m
� � d
i � \
EXISTING d a
1
BARN EX 331.91 X h I 1
\ w \\
•- TW =330.7 \
\ TW- 334.2 i mm BW =335.7 '
BW =331,5 i
EXISTING
FENCE
1
4 � 4
1 EX =338.13 \
dl EX= 333.61 EX =335.72
r '
__ _ _ �•- 7
FINISHED GRAD 4• SLWLIFMD GRADING PLAN
TOP OF WALL SCALE.' 1 •' =10'
GEOGRID TIEBACKS 4� EL= 335.70±
SEE SHEET 3 4' MAX KEYSTONE RETAINING WALL � .�HI 7777 �
1' �
(SEE SHEET 3) _ �((� TOP OF WALL
FLOWLIIE -'- EL= 333.10±
TOP OF SLOPE - i�� ��i� ��I
1" FG- 329.0
8 MIN KEYSTONE 1 RETAINING WALL
4' FINISHED APPROXIMATE LINE € _ (SEE
PLAN
3) GRAPHIC SCALE 1 " =10'
GRADE
�> MAX
.__ OF ORIGINAL GRADE TOP OF SLOPE QPOFESSjOA
PER DWG 5141 -G APPROXIMATE LINE f _ EL= 329.3± M GREGG q< 0 10 20 30
DAIL.T�'�4X OF ORIGINAL GRADE �QQ��p
>�
_ PER DWG 5141 -GI i I ,fix
GEOGRID TIEBACKS ! �)' " No. 73620 m
SEE SHEET 3 :::: (� 6 Exp. 12/31/14 PASCO LARET SUITER
SECTIONB q CIVIC & ASSOCIATES
��pp Z CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
P NOT TO NALE NOT TO SCALE OF CAl- 535 North lj[18hwey 101, Ste A, S®lanna .3each, CA 92 ®75
T� rf ph 858.259.8212 8 Tx 858,259,4882 p1saengineernn8.s¢u�
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE A►7 BVMT
DESIGNED BY DR WGM Y CHECKED ev APPROVALS MY OF ENCINI'I'AS ENGINEERING DEPARTMENT DRAWING NO.
g° D d d '12- tY DESCRIPTION. ASSUMED TBM PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED -�QO APPRO SIMPLIFIED GRADING PLAN FOR:
SE PROPERTY CORNER PER DWG 5154 -G
ELEVATION: 371.0 DATUM.' USC & GS HORIZONAL 1"=10', l 1 I 0 11939 -SG
DATE: S BY: /�.+°'1 • BY:
ADJUSTED 2.2 FEET VERTICALLY TO APPDXIMATE WILLIAM G. MACK DA E R. C. E. NO. 73620 MASIH MAHER GLENN PRUIM 3537 DOVE HOLLOW ROAD
NAVOBB DATUM VERTICAL N/A R.C.E. N0. 73620 ENGINEERING 6 PUBLIC
WILLIAM G. MA K EXP. 12 -31 -14 WORKS DIRE TOR
ELEVATION: 373.2 DATUM. NAVDBB EXP. 12 -31 -14 DATE: 712 4i 14 DATE: 811111Y A.P.N. #264 - 232 -18 SHEET 2 OF 3
CSI
PLSA 1764 SIMPLIFIED
�N CONSTRUCTION • Base Leveling Pad Notes:
NO�►.7• 1. The leveling pad is to be �
GENERAL • FOR. or
constructed
concrete Compac Unit C Unit
1. REFERENCED STANDARDS 353 7 OVTAPLd DI LL/ ®� A� Width: 1B" Width: 4" 2.The base foundation is to be Depth: 12" Depth 10 1/2"
A. SEGMENTAL RETAINING WALL UNITS approved by the Site geOtechnical Height: B" Height: 4" 1. ASTM C 1372 - STANDARD SPECIRCA770M FOR SEGMENTAL RETAINING engineer prior to placement of the Weight: 90 lbs Weight: 50 Ibs
WALL UNITS leveling pad.
2 ASTM C 140 - STANDARD TEST METHODS OF SAMPLING AND 7ES71NG
CONCRETE MASONRY UNITS
B. GEOSWIHE71C REINFORCEMENT
I. ASTM D 4595 - TENSILE PROPERTIES OF GE07EX77LES BY THE WIDE -MOTH
STRIP METHOD
2 ASTM D 5262 - TEST METHOD FOR EVALUATING THE UNCONFINED CREEP KEYSTONE Unit Face
BEHAVIOR OF GEOSYN7HEACS CAP UNIT FINISHED GRADE
3 GRkGGI - SINGLE -RIB GEOGRID TENSILE STRENGTH 4. Gdl :GG5 - GEOGRID 21 MAX
PULLOUT - - - --
C. SOILS
I. AS711 D 698 - MOISTURE DENSTY RELATIONSHIP FOR SOILS; STANDARD - — — —
METHOD 2 ASTM D 422 - GRADATION OF SOILS 3 ASIM D 424 - 1:B FACE BATTER
ATTETRBLRG LIMITS OF SOIL
4
D. DRAINAGE F'O'E _ - - -- - -
It, ASTM D 3034 - SPECIFICATION FOR POLYVINYL CHLORIDE (PVC) PLASTIC 4' MAX f - —
ti
PIPE EXPOSED B • I _
2 ASTM D 1248 -SPECIFICATION FOR CORRUGATED PLASTIC PIPE - - - f —
E. fNCaNE77HiNG DESIGN 7' MAX COMPACTED
WALL HEIGHT -- BACKFILL
t. 'NCMA DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS' SECOND (OVERALL —MIF�I 2J�TI<#D _(LYPICIL� —
miflON WALL STANDARD UNIT " - -- — - -- - — _ J Limitation
r
F. WHERE S ECIFICADONS AND REFERENCE DOCUMENTS CONFLICT, THE HEIGHT °
ARCHITECT/ENaNEER STALL MAKE THE FINAL DETERMINATION OF VARIES) iB MIN
APPLICALTI E DOCUMENT. n a — i 1Mi1 -t T r
2 MATERIAL DELIVERY, STORAGE AND HANDLING - -- C V r1iR�.' 6" Crushed Rock or
1'.
' - Urreinforced Concrete tF h
PROPOSED - - -i - - -- -- REFER TO KEYSTONE STANDARDIZED MANUAL Leveling Pad
A. CONTRACTOR SHALL CHECK MATERIALS UPON DELIVERY TO ASSURE THAT -- -- — - * tea.`
SPECIFIED 7E AND GRADE O MATERIALS HAVE BEEN RECEIVED AND PROPER GRADE 3:1 MAX n . 4' IT FlY}L _ _ DESIGN CHART (BELOW) FOR MINIMUM GEOGRID
COLOR AND lEX'NRE OF SRW UN17S HAVE BEEN RECEIVED. -- B. CONTRACTOR SHALL PREVENT EXCESSIVE MUD, NET CONCRETE, EPDXIES AND LENGTHS AND POSITIONS FOR WALLS UP TO 7.0'
LIKE MATERIALS THAT MAY AFFIX THEMSELVES FROM COMING IN CONTACT WITH ' - - - _ IN OVERALL HEIGHT. WITH LEVEL BACKFILL.
MATERIALS EMBEDMENT i�EOGR D LE TIM- ConWw UMUBBW P8d isometdc Section view
G CONTRACTOR SHALL STORE AND HANDLE MATERIALS IN ACCORDANCE WITH DEPTH VARIES - -- — -- - *`
MANUFACTURER'S RECOMMENDATIONS
D. CONTRACTOR SHALL PROTECT MATERIALS FROM DAMAGE DAMAGED MATERIALS -- - - --
91ALL NOT BE INCORPORATED INTO THE RETAINING WALL
J. MATERIALS • ;:,'• ; ^::
8' TO DAYLIGHT
BACKCUT SUBDRAIN TO BE '
A. MASONRY WALL UNITS SHALL BE KEYSTONE COMPAC STRAIGHTFACE LW17S AS 6" THICK MIN INSTALLED AS RE&VIRED BY
INDICATED. (COMPAC BLOCK MEASURE t8'W x 12' D x 8' H) 4" PERFORATED PVC SUB -DRAIN PROJECT GEOTECHNICAL
B. WALL UN17S STALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C 1372 -97 LEVELING PAD 24" MIN PER SOILS REPORT RECCOME'IDATIONS ENGINEER.
AND ASTM C 140.
a WALL UNIT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4" Cap Unit
(2) 4" Cap Units or
DOD NI AND SHALL HAVE A MINIMUM MOISTURE TER NON 0 of 6 T(1 81 iyplad Keystone Wall Section Wl Level BaddW (1) B" Cap Unit B.• Keystone
D. WALL UNIT CONNECTING PINS SHALL BE 112" DIAMETER NON - CORROSIVE
FIBERGLASS PINS WITH A MINIMUM FLEXURAL STRENGTH OF 128,000 PS AND A Not To Scale Unit
SHORT TERM SHEAR OF 6,400 PS.
E CAP ADHESIVE SHALL BE KEYSTONE KAPSEAL' CONSTRUCTION ADHESIVE OR
APPROVED EQUIVALENT CONFORMING TO UN -STD 1804, ASTM 2339 -70, AND
FHA LEVELING PD. 3" of Soil Fill is Required Between
F. a LEVELING PAD MATERIAL SHALL BE CRUSHED REEK AI UNIT FILL Overlapping Geogrid for Proper H / 4
lT. FILL FOR RETAINING WALL UNITS SHALL BE FREE DRAINING CRUSHED STONE
Anchorage (TYP•) a:
OR COARSE GRAVEL, 318' TO 3/4; WITH NO MORE ]IAN 5$ PASSIVE THE
Additional Geogrid Overlap ` D
NO. 200 SIEVE GRADATION OF THE FILL SHALL BE APPROVED BY THE FRA;ECT
CE07ECHMCAL ENGINEER Extend Wail Height / 4 � i
A BACKFILL SHALL CONSIST OF SOIL WITH NO LESS THAN 35.5 PASSING THE
NO. 200 SIEVE PER ASTM D422 WITH A MAXIMUM SIZE OF 314' A PLASTICITY Additional Drainage Fill I III I III] [I] till tilliIIIII
INDEX LESS THAN 10 PER ASTM D431$ AN EFFECTIVE INTERNAL ANGLE OF Extend Wall Height / 2 Note:
FRICTION GREATER THAN THE FRICTION ANGLE USED IN THE DESIGN PER 1. Secure all cap units with Keystone Q Compac Elevation
ASiM 02166 OR D3080 AT THE OWPAC77ON STANDARD, AND LESS THAN — Kapseal or equal.
0.5% ORGANIC MATERIAL _�
I. BACKFILL SOILS SHALL BE VERIFIED AND APPROVED BY THE PRO ECT
J. GEOGRID SHALL BE P0040? COATED POLYESTER FABRICATED FOi Top of Wau Mep
EARTH REINFORCEMENT.
K. GEOGRID SHALL BE TYPE AND MADE AS SHOWN ON THIS PLAN OR AN
EQUIVALENT APPROVED BY THE ENGINEER OF NARK, \--Drainage Fill r
L DRAIN PIPE SHALL BE 4' DIA SDR 35 OR SCH 40 PVC.
J. CONSTRUCTION CU 1. Check with manufacturer specifications o l�
A. CONTRACTOR TO EXCAVATE 70 THE LINES AND GLADES SHOWN ON THE STANDARD UNITS - 1" (25mm) SET $ACK SILTY SAND: 0=30 °, y =120 pcf (19LcPJ /m')
on correct direction of orientation
CONSTRUCTION DRAWINGS, CONTRACTOR SHALL BE CAREFUL NOT TO ,GSUPC RGE Z for geogrid to obtain proper strength. fall DISTURB EMBANKMENT MATERIALS RrYOND THE LINES SHOWN. GEOGPJD PLACEMENT GeO�id is to be Placed on Level
IT EXOAVA70 FOUNDATION SHALL BE OBSERVED AND APPROVED BY THE 3, 2. Corner units recommended for outside Backfill and Extended Over the
INSPECTOR TO CONFIRM THAT THE ACTUAL FOUNDATION SOIL CAVDIflANS ( Fiberglass Pins. Place Next Unit.
corners. Availability May Vary.
ARE CONSISTENT WITH THE CONDITIONS ASSUMED FOR DESIGN. ' s „ s e_ H / 2 Pull Grid Taught and Backfill.
H. kEINFnCCELt
UNACCEPTABLE FOUNDATION SOILS SHALL BE REMOVED AND REPLACED .�•a `. - Stake as required. Compac Plan
NTH APPROVED COMPACTED BACKFILL MATERIAL
C. FOUNDATMN SOILS SHALL BE PROD' ROLLED PRIOR TO FILL AND GEOGRID 0008dd hsta&don at C== 1 I —
PLACEMENT. 6 Grid & Pin
D. LEVELING PAD 91ALL BE PLACED ON APPROVED FOUNDATION TO THE `
n wtt (1 aM)))) t1 sMt `(e.iM) 6" Crushed Rock or 8" or 16" COf)')j38C Unit
MINIMUM LEVELING SHOWN ON THE CONSTRUCTION DRAWINGS
FINISHED LEVELING PAD STALL HAVE A SMOOTH LEVEL SURFACE TO PROVIDE '� � " "' • �• a�el�wr., a�'tii �n �s_t Lr.Arr1 . �- '�.' -' ��� t�smi�:'" ' sytiao� � �1a d�drfil�' t �� tJnreinforced Concrete stop Connection
COMPLETE SUPPORT FOR THE FIRST COURSE OF THE RETAINING WALL UNITS fl FSU NAFGE GEOGPJD PLACEMENT Place Additional Pieces of Geogrid Leveling Pad
E. THE FIRST COARSE OF CONCRETE RETAINING WALL UNITS SHALL BE CHECKED g When Angie Exceeds 20' Elevation
FOR LEVELNESS AND ALIGNMENT 7D ENSURE THAT UNITS ARE IN FULL CONTACT s e; g ;
WITH THE LEVELING PAD. UN17S SHALL BE PLACED SIDE -BY -SIDE FOR THE FULL
LENGTH OF THE WALL. ALIGNMENT MAY BE ACCOMPLISHED BY THE USE OF A H
& 3" of Sail Fill is Required Between REIM1Fr�ACEG + ,. 8 fl /L I' a
50�L ZORE C Y�
S7RAU FIB R AN OFFSET FROM BAS LINE a' s Overlapping Geogrid for Proper v a v
aPP n9 Note:
F. INSTALL FIBERGLASS CONNECTING PINS AND FILL ALL PODS NTH UNIT FILL , { s g, a a Anchorage (TYPJ
MATERIAL TAMP UNIT FILL SWEEP ALL EXCESS MATERIAL FROM LDP UNITS f 1. The leveling pad is to be constructed of
AND INSTALL NEXT COURSE ENSURE WALL UNITS OF EACH COURSE ARE i, KM) ([GM) n 4Mf n.en,,, aM, t2 n, crushed Stone Or 2000 psi t unreinforoed ap Unit Elevation Cap Unit Elevation
COMPLETELY FILLED WITH UNIT FILL MATERIAL AND THAT BAOKFTLL HAS BEEN : , • *... &?.s eT' s.�''r�: , ;srti 1 27 i3.vntr tiar:�a`` Additional Drainage Fill Concrete.
PLACED AND COMPACTED PRIOR TO PROCEEDING NTH NEXT COURSE.
G TWO PINS ARE REQUIRED FOR EACH UNIT PULL UPPER UNIT FORWARD GEOOIUCn PEACEMENT, Extend Wall Height / 2
AWAY FROM EMBANKMENT) AGAINST PINS PROTRUDING FROM THE LOWER ``
CORR Drainage Fill ,-
1O ACHIEVE
WE UNIT SETBACK SHOWN ON CONSTRUCTION nag N
DRAWINGS 4
H. WHERE WALL CHANGES ELEVATION UNITS SHALL BE STEPPED NTH GRADE 112" x 5 114
OR TURNED INTO THE EMBANKMENT WITH A CONVEX RETURN END. PROVIDE i , s s a 6.• W Fiberglass
LEVELING PAD FOR UNITS IN AREA OF CONVEX RETURN ENO. Pins
a
L CONSTRUCTION ADHESIVE SHALL BE USED TD PROVIDE PERMANENT CONNEC71ON s s s a 28•• 58..
OF CAP UNITS TO WALL UN17S APPLY ADHESIVE TO TOP SURFACE OF LONER I I n Mj n wa 8M 0M1 ;21Mj N
COURSE PRIOR TO PLACING CAP UNIT INTO POSITION. T Front
,I GEOGRID SHALL BE PLACED AT LOCA71ONS AND ELEVATIONS SHOWN ON �. • ' � r��T ` aL� wa ' . 5 Liujn4' . •'LQ -" Ai ,�_, i3< i ?� , •6vo� LB ". - Ca Unit Plan
Face
CONSTRUCTION DRAWINGS GEOGRID F941. BE ORIENTED NTH THE HIGH p Cap Unit Plan
STRENGTH DIRECTION PERPENDICULAR TO THE WALL ALIGNMENT. CORRECT _ I T -
ORIENTATION 0,7 GEOGRID SHALL BE VERLFlED BY CONTRACTOR PRIOR 70 — !
PLACEMENT OF BACKFILL Note: Univ�'881
K GEOGRID SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL AND P 1. Check with manufacturer specifications Sftz4ht Split
CONNECTED 70 THE CONCRETE WALL UNITS BY HOODING THE GEOGRID OVER - on correct direction of orientation for W + 12" Cap Unit won Cap Unit Qpdpa
THE CONNECTING PINS GEOGRID SHALL BE PULLED TAUT EDGE ADEQUATELY
ANCHORED TO MAINTAIN TAUTNESS DURING BACKFILL AND COMPACTION. H / 2 ge0�id to obtain proper strength.
MANUFACTURER GUIDELINES REGARDING OVERLAP REQUIREMENTS MUST BE
FOLLOWED. 0009dd kstoadon OII �. raves Section
L BACKFILL MATERIAL SHALL BE PLACED #4 8' LIFTS AND COMPACTED TO 90% OF
ASTM 1557.
M. ONLY HAND OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN 3' OF THE FACE L4V0fiq9 P8d D t ff
OF THE RETAINING WALL ED FROM B" Min. Low Permeable Soil Keystone Cap Unit
. BACKFILL SHALL BE PLACED FROM THE WALL REARWARD TOWARD THE
EMBANKMENT TO ENSURE THAT THE GEOGRID REMAINS TAUT. BACKFILL SHALL BE Keystone Compac Unit
PLACED, SPREAD, AND COMPACTED IN SUCH A MANNER THAT MINIMIZES THE
DEVELOPMENT OF SACK OR LOSS OF PRETENSION OF THE GEOGRID.
0. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON THE 1" - 1 114"
GEOGRID. A MINIMUM UNCOMPAC7ED BACKFILL THICKNESS OF 6' IS REQUIRED Retained Soil; I
"j
PRIOR TO THE OPERA71ON OF TRACKED VEHICLES OVER THE GEOGRID, TURNING 81• Finished Grade
OF TRACKED VEHICLES SHALL BE KEPT TO A MINIMUM TO PREVENT TRACKS FROM
DISPLACING THE FILL AND DAMAGING THE GEOGRID. Unit Drainage Fill 24' cb
(3/4" Crushed r
Rock or Stone) (- -
-� -� l [ , w QPpFESSIO
Approximate Limits -' , ? p GREg'�°q`
of Excavation Unreinforced Concrete or G y9 F�
Crushed Stare Leveling Pad ti
Wrapped Perforated PVC Drainage Tile ~ Z PASCO LARET SUITER
Wrapped in Filter Fabric w ND. 73620 m
(If Required) Fbun�tion Soil'; Exp. 12/34/14
& ASSOCIATES
T71CSI C>28V1t� wan se�iOII CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
Compac Unit - 1 " Setback 535 North II-YLBTaway 131, Ste A, Solana Beach, CA 92075
ph 858,259.8212 1 ffx 858,259,4812 1 p1saen8nneernnW.com
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALB AS BU MT
DESIGNED BY OR wom Y wGM BY APPROVE CITY OF ENCINUTAS ENGINEERING DEPARTMENT DRAWING NO.
Ag- (bmL'( I _ •ZZ N LIESCRIPTTOV ASSIA£Q TBM H� O PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED 300 APPRQ SIMPLIFIED GRADING PLAN FOR
SE PROPERTY CABER PER DWG 5154 -G ( ��
ELE?VATICPt 371.0 DATUt USC & GS HORIZONAL 1' =10' DATE: BY: AA• BY: 11939—SG
WILL AM G. MACK DA MASIH MAHER " GLENN PRUIM 3537 DOVE HOLLOW ROAD
ADvC/S1tTU 2.2 FEET VERTICALLY To APPDXYMATE - R. C. E. N0. 3620
III OATIN
VERTICAL N/A R.C.E. N0. 73620 ENGINEERING 6 PUBLIC
WILL G. MACK EXP. 12 -31 °14 WORKS DIR C OA
ELEVATION 373.2 DA7LtM NAVt7$B EXP. 12 -31 -14 DATE: -7- 2/ 3/ I4 DATE; / A.P.N. #264 °232 -18 SHEET 3 OF 3
PLSA 1764 SIMPLIFIED