1996-4665 I (Plans) 12" WIDE CONC. "V' DITCH LEGEND
T. G. EL EV. 1' -0" SPEED -D -TUFF GRATE INST. SPECIAL CONC. TO PVC F.L. PER PLAN
LA - N.D.S. No. 1212 (GREEN) _- JOINING COLLAR & ENCASE 8 ., T.B. PER PLAN DESCRIPTION STD. DWG. S
YMBOL
(SEE PLAN] OR APPROVED EQUAL COLLAR IN 4" CONC
" N
2.
Ml F. �3„ LOT LINE — —
GRATE HOUSING I 6" CURB DET. B C -5
w ADAPTER N.D.S. No 122'
REDUC qPILASTIC � 1 #4 CONT ® CHAIN LINK ENGE � �� 6" CURB & GUTTER DET. A C -5
m OR APPROVED EQUAL MOW STRIP
PFF RIS TEE 12 O C. PEDESTRIAN RAMP TYPE "A' G -2a N WALL THICKNESS > t
PER EXIST. CB I EXISTING CONCRETE SIDEWALK
NOTE: FOR BINDING - g
t A.B.S. TO P.V.C., L (o W EXIST C.B. EXISTING WATER LINE
CONTRACTOR TO CO
PIPE SIZE INV. ELEV. USE WELD -ON 794 #4 ® 12" O.0 a EXISTING RECLAIMED WATER LINE --
PER PLAN (SEE PLAN) SOLVENT OR EQUAL. 2
CONNECTION DETAIL EXISTING SEWER AND M.H. —
AREA DRA/N DETAIL W EXISTING STORM RAIN — — —
NOT TO SCALE Q 3" *� DECK PROPOSED STORM DRAIN
NOT TO SCALE
- i - T _-77774 744 GRADED SLOPES
PROPOSED SPOT ELEVATIONS 7S '
CHAIN LINK FENCE RETAINING WALL
HOME RUN 4 -- EXISTING CONTOURS
FENCE � _ _
SAND ! 1 N PROPOSED CONTOURS 270
I 2-#4 CONT. - S ECTION E— E
c � 1 MULTI -FLOW DRAIN
LIMITS of PER DETAIL NOT TO SCALE
- MOW STRIP DET. C -6
FABRIC
2% _. - 2% I C4 CHAIN LINK FENCE. . . . . . . . t -+
I
,. � CURB INLET TYPE C D -3 —�
CRUSHED ROCK 12" 2.5% 0 SPECIFICATIONS
Pit ' CROSS GUTTER DE
_ SECTION C — CONCRETE: AREA DR N/ RAINBOX DET. FABRIC
13 G -2 ❑
� �� v °� 1 li
FILTER FABRIC Q NOT TO SCALE PORTLAND CEMENT PER ASTM C 150 BACKFLOW PREVENTOR DET. F SHT. L -5
m
PC = 2000 PSI AT 28 DAYS
4" PERFORATED GROUT ALL CELLS SOLID CEMENT TYPE PER SOILS ENGINEER'S RECOMMENDATION WATER METER B -1 .6
El
PIPE WRAPPED 1 CRUSHED ROCK BACKFILL : 90% COMPACTION
IN FABRIC 12� Px . REINF. STEEL'
MOW STRIP MIN. M
15 8" PERFORATED 1 - #4 CONT 31' DEFORMED BILLET STEEL BARS PER ASTM A 615 AS FOLLOWS
0 32" O C #4 OR SMALLER GRADE 40
PS PVC PIPE WRAPPED I #5 OR LARGER GRADE 60
PERFORATED SCALE SELECT GRA BACKFILL PE ORATED SUB —DRAIN IN FABRIC BAR
- WA TERP RO O F ING
&� _ � N07 � TO m 1 `N
R NOTE TE I CONCRETE BLOCK:
1 � `� �
MATERIAL W/ SE > 30 OF SPEC. 1 X — A3 00
SECTION A —A APPROVED BY SOILS ENGR. Fm = 1500 PSI AT 28 DAYS 1
2' GRADE "N" HOLLOW UNIT BLOCK PER ASTM C 90, BLOCK TYPE, 33 1 ' W
NOT TO SCALE 2 - #4 CONT. W/ COLOR AND OR ARCHITECTURAL FINISH PER LANDSCAPE PLANS s2 ¢> >4 142
#2 TIE WI RE�R - - PIPF /1Cf /� OF�GRAVEL W "NO SPECIALI NSPECTION" 3 ` ? T 6j T �� T� 16'
141 6 1 1 W
CAST IRON GRATE 2" WRAPPED IN FILTER FABRIC m Q MORTAR• 1 4 2 12' 12' 0 1 W'
0
2" PVC SCH. 40 PIPE O 10' 0_C. 1A
FOR SUBDRAIN OUTLET TYPE "S" PER ASTM C 270 12' 8' 1.W
1 1 PART CEMENT 14
77 4�112 SAND 2' FG 0 BACK 2' 139.61 1W
o GROUT: 14� OF WALL 81 139 00
1 1 1 RI OR I
APPROVE E QUAL PLACED CONFORMING TO ASTM C 476
AT 8
THREE FEET VERT. SPACING AND #4 CONT 0 18' O.C. #4 0 16" 0.C. 7 PART CEMENT GROUT SHALL BE OF FLUID
F
.
EXTENDING TWELVE FEET INTO S 3 PARTS SAND CONSISTENCY OF G. WALL
O FACE 4
50-12 J DRAIN PROPOSED SLOPE (TYP.) ; 2 PARTS PEA GRAVEL
1 i
CEMEWT GROUT n NOTES
38
t —
64'
INS GRAIN BOX 6 " 12" ° 0 137.67 T F ° o
- 1. GROUT ALL CELLS SOLID. 40' �+
A I _ T - 2. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED GROUND OR °o N 137.00 TF
1,5 RETAINING WALL m A" 3. UNDISTURBED ENGINEERED COMPACTED FILL. n +
1 WALL SHALL BE LAID TRUE AND PLUMB. +
1 ® 4. PROVISIONS SHALL BE MADE FOR ADJOINING CONSTRUCTION. 3 3
N 6" PVC OUTLET NOTE: W12:1 BACKFILL 5. ALL SPLICES SHALL BE 48 BAR DIAMETERS.
^ t ! 6. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH A
DRAIN PIPE
7- FOR WALL HT. 3' -4" & LOWER DOWEL THE "A" BAR INTO FTG IN THE SAME APPLICABLE SECTIONS OF THE 1994 UNIFORM BUILDING
CODE
m ^ �' w
CONFIGURATION AS "B" BAR. AND A.C.I. STANDARDS 381-89.
1 ■ 7. ALL BARS SHALL BE BENT COLD. RETAINING WALL "A"
SECTION D —D RETAINING WALL A W 2:1 BACKFlLL SCHEDULE
O 8. CONTRACTOR SHALL VERIFY COMPATIBILITY OF DESIGN WITH
J DR�41N /DRA /N BOX N HORIZ. 1 = 20'
WALL HL 6" BLK. 8" BLK. 12" BILK. "A" BAR' "B" BAR "L" 1� EXISTING CONDITIONS PRIOR TO PLACEMENT OF FOOTING STEEL.
CONNECTION DETAIL 2' -0" 2'- -C" - - #4 ®32" - V -6" _ 9. BACKFILL SHALL BE PER SOILS ENGINEER'S RECOMMENDATIONS
"
_ - 10. SUBDRAIN SHALL BE 4" PERFORATED PVC SCHEDULE 40 PIPE 0 PROFILE SCALE: 427 SQ. FT.
2' -8" 2' -8" - - #4016" i 1'- 10" 5" WITH 2" PVC OUTLET PIPE AT 70' MAXIMUM (THRU CELL NOT VERT.
1 = 2'
1 NOT TO SCALE 3' -4" 3' -4" - - #408" - 2' -2" 10" CONTAINING STEEL) PLACE MINIMUM 1 CF /LF OF GRAVEL
WRAPPED IN FILTER FABRIC.
8 4' -0" 2' -0" 2' -0" - #4 032" #4 ®16" 2' -T 1' -2" 11. WATERPROOF BACK OF ALL THE RETAINING WALLS
W12 COATS j
4' -8 2' -8 "' 2' -0" #4 ®16" #5 ®16" 3' -Y' 1' -8
'AS BUILT OF ASPHALTIC EMULSION PER MANUFACTURE'S SPECIFICATIONS.
- 12, BACKFILLING SHALL NOT BE PERMITTED UNTIL AT LEAST 7 DAYS
5' -4" 2' -8" - 2' -8" #4016" #4076" 3' -T" l' -10" AFTER THE WALLS ARE BUILT.
p
CONC. = 2000 PSI r
#4 CONT ® 72" STEEL = GRADE 40 p r y °9 � r PROPOSED CONC. ° V' DITCH
O C E W /TYP. j BTB y #4 CONT ® 72"
0.0 E. W . (TYP,) NOTE: TIE WITH #'2 TIE WIRE AT ALL LAPS 6 24 5"
Dal e �sr� (Y' SPACING P 8" SPACING PER TYP. SECTION TYP. SECTION SPACING PER TYPICAL SECTION it 2.� TF.
VERTICAL STEEL T F) X CONC ntro FOOTING, a z' R= 1, %2 (TYP.) 6 X H
" 4 3" CLR. 3" SLR. c Oa < 4 LAP _2 LA �o PLAN - - VERTICAL
STEEL A a A r z n TE � 8" 4. 4" . TF in 8 5 "(TYP) 0 &
° u d 6° 24" e CO V 2.
JECk POUR AGAINST 4 3 e o� a Q
VND15TURBEO EARTH � °3 - 72" - S � ! �
z OR 90X. COMPACTED > T.F DECK
FILL " Z 2 0 U
�T _ 24" AP _ oQ e N POUR AGAINST O
FIL7ER FABJVC 24" 24" LAP ? UNDISTURBED EARTH
PER ;DETAIL AT LEFT _ 32 16'• # BARS HpR,z LAP as BAR DIAMETERS WITH if
OR 90% COMPACTED O�0
1 CRUSHED ROCK X.3S �3T� _ y C TIIN r�wRE FOOTING. 12" FILL v
4' PERFORATED g�� (TYP BOTH SIDES OF STEP) °
PVC PIPE WRAPPED / ' 1 SECTION B —B STEPPED FOOTING DETAIL STEPPED FOOTING DETAIL SECTION F
—F zoo
0 NS ALT 1 END STEP DETAIL o ,
SEAT DETAIL w F Rrc DECK N OT TO SCALE I` � G � p� ttiT�� ALT. �j2 T • # N.7.5
0 0
Q NOT TO SCALE / OT/ 14 / 9 - 1 BY. PH/NJ 2
MBE x am NOT TO SCALE G-1
N
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PREPARED By 99 ,OFE55/ M.J. C K D BY APPROVALS CITY O
F EN C I N ITAS ENGINEERING DEPARTMENT DRAWING NO. m
-- - -- - DESCRIPTION: __ TO OF BRASS DISK uasaker IW q w� fyc PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED
BY: AP VIED „B� TM 94 -066
IN WELL MON UMENT. i l /��, „k I
-_ -_ - HORIZONTAL: AS SHOWN `J GRADING PLAN ^ W 2
- - Z" NO. 38474 m
LOCATION: - STA. 64 + 24 EL CAMINO R EAL ig A DATE: 91�9� BY: BY: _
- _ - -_ n 4665
7 RECORDED FROM . CO. VERTICA _ ssocittes Irvine, Inc s �'' _4- - 38474 WNW RA1�CHSPOJMFACHM
^ �
S- B UILT } �a — S.D L - VERTICAL AS SHO WN ACl__- ^ 2
-- - 9� crvl� �� R.C.E. N0: - DATE: i «� G DATE: + 1I/'4�
r4DE ET. WALL DETAIL, C� NTROL - . PA(''E 1 Q - -- PLnduff • HDfjV djw , surveying f OQ' DRU MAY R _Q__ _ k�
_ _- EP FTG.,SPEC AND SEC. F -F ELEVATION: 720 DATUM: M. S._L.. 3 HUGH8 IAVING CAI.IMRNM 9218 m0 M1010 OF OAOI REGISTERED CIVIL ENGINEER
EXP: 3131,197 E -R-9-E. _ - -_ _ _ HEET 2OF 27 3 W a
REVISED SECTIONS B -B & C -C - - -
K:'�,DT \1774 \7 \PG \SPORTPRK \SPTPRK1