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CONSTRUCTION NOTES & GRADING QUANTITY ESTIMATE 1. ACCESS CONTROL WILL SE MAINTAINED AT ALL TIMES(WORK INSIDE STATE RIGHT OF WAY
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MUST BE FENCED OFF WITH NO ACCESS TO WORK AREA FROM FREEWAY). zevr
ROUGH GRADING PLAN
NO. ITEM UNIT QUANTITY 89
- 1 2. ALL FENCE RELOCATED TO FACILITATE CONSTRUCTION OF THIS PROJECT INSIDE STATE '
RIGHT OF WAY SHALL BE REPLACED WITH CL-8 FENCE TO STATE STANDARDS,OR BLOCK 1. DOWN DRAIN AND ANCHOR LF. D�p 2E Er /-
-TRACT /�/� o N(ALL AS PER RIVERSIDE COUNTY STANDARDS. 2. DOWN DRAIN IN PIPE TRANSITION EA. y ams. gH B j
L V 3. DOWN DRAIN INLET EA. 6
3. ALL WORK IN THE STATE RIGHT OF WAY WILL BE TO THE 1988 STATE STANDARD PLANS 4. DOWN DRAIN APRON EA.
CITY OF LAKE ELSINORE AND SPECIFICATIONS OR AS DIRECTED BY THE STATES REPRESENTATIVE. 5. INTERCEPTER
TERRACPTERDE DRAIN LF. 1,694 SEE REVISION
6. INTERCEPTER DRAIN A" L.F. 2,�-__; BLOCK UNDER
4. NO EQUIPMENT OR MATERIALS MAYBE STORED ON THE STATE RIGHT OF WAY. 7. DIVERTER TERRACE DRAIN L.F. 1,647 INDEX M A P
8. C.S.P.RISER E.P.
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_ 5. ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FOR EROSION - 9. 18'R.C.P. EA,
CONTROL(HYDROSEEDING OR EQUIVALENT). 10. BLOCK WALLS LF. 258
11. RETAINING WALLS(A) L.F. _768
6. THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE RELEASED UNTIL 12. RETAINING WALLS(B) L.F. 105
1. All grading shall conform to the Uniform Building Code THE SEEDING IS WELL ESTABUSHED.THE CONTRACTOR WILL BE RESPONSIBLE FOR THE 13. CONCRETE SLOPE PROTECTION S.F. 8,250
Chapter 70 and City of Lake Elsinore Ordinance 636. COST OF CALTRANS CLEANING ANY SILTED UP DRAINAGE STRUCTURES AND CHANNELS 14. FILTER MATERIAL C.Y. 1,000
15. 6'CONCRETE LINING S.F. 8,800 W � O I c
RESULTING FROM,OR CAUSED BY,THE CONSTRUCTION PROJECT. 16. TRAPEZOIDAL DIVERTER TERRACE DRAIN L.F. /,;S> _
2. Minimum building and drainage swale slope shall be 1% if _ 17. VELOCITY REDUCER L.F. 27.5 W 1� O
cut or fill is less than 10'. Drainage swales shall be 7. NO FREEWAY RAMPS OR FREEWAY LANES MAY BE CLOSED OR OBSTRUCTED A7 ANY TIME, 18' ROCK SLOPE PROTECTION 1 - D
a minimum of 0.3' deep and be constructed a minimum of UNLESS SPECIFICATIONS ALLOWED IN THE ENCROACHMENT PERMIT AND/OR AS C.Y. 5,700
19 DIRT DIVERTER TERRACE DRAIN LF. 0 Z W O L,
2' from the top of cut or fill slopes. DIRECTED BY THE STATES REPRESENTATIVE. -
20. CONCRETE CHANNEL PER DETAIL 20 SHEET L.F. 892 _
3. Maximum cut or fill slopes shall be 2:1 or as shown. 8. AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN IN AND/OR 21. SOIL CEMENT SF. z,To°
NEAR THE STATE RIGHT OF WAY. 22 HEADWALLS PER CALTRANS STD DWG NO.D86-B EA. W i G7
4. All grading shall be done under the supervision of a groa=63Af•/cFs�dvLtED) I v 23 12�TERRACE DRAIN L.F 370 S'//)
G/N6 B g=�'/l®vGrED� 9, WHERE SURVEY MONUMENTS EXIST,SUCH MONUMENTS SHALL BE PROTECTED OR SHALL q o,=38Z6 (soG Eve 24 INTERCEPTER DRAIN °B° L.E O LU v- O C
soil engineer who shall certify that all fill has been uNE Ba /'=2Gt7v BE REFERENCED AND RESET, PURSUANT TO BUSINESS AND PROFESSIONAL CODE, G.,,VEG 25 INLET TYPE Ig" EA.
properly placed. A final compaction report shall be LOT "B� L
submitted for all fills over 1' in depth prior to the SECTION 8700 TO 8805(LAND SURVEYOR'S ACT). Q R
li issuancr of building permits. G07' ",9" J W
/ 2- D S` S 6 T STORM DRAIN /8(a Q,m=/02.5 Fs<auv�Eo) LL
5. A registered civil*engineer shall submit to the Building ,c 24.7clr Q 8 9 /O !/ LZ /a //,A /S /6 /7/e 1y ZO 21 G/NE J n -
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and Safety Department written certification of �wE B K L/,uE 4 u E O /8'7
completion of rough grading in accordance with the / C'�.VypN s2 I /B5 � L QOT E" }
approved grading plan prior to the issuance of the
G r 5. 5�f 53 `` /95 ErcS 1� L1�
building permits. uNEero 57 S6 •s'S S2 SA 50 � vim LOT
6. Fill shall be placed in layers and compacted under the p-3o7- Y9 48 117 Y6 'IT 113 2 j q� /9Z�l Q,0°c B.7 CFS<dULKEO�
supervision of the soils engineer. Fill layers shall ) dp 6I 62 63 6�f 6f 4/22 I97
not exceed 8" in thickness. Zlh"F S8 59 6 6 67 y7 `', 39 zy C,qq /98 L/NE 3
7. All slopes shall be planted with approved plants for Sq6 69 70 7/O 23(o 1
erosion control. Ee Tz 2S R9 I/
8z ,Pc�.T• ✓�..�-� ��_ 235 L ZO/ ZO 1
8. It is the contractor's responsibility for the location L.(A/E BA/ 96 9f HA Bo 79 D2/VE 38 �' 239 '4Y � '
and protection of all utilities. 7g
B8 B9 90 77 76 7s 27 2-7
7F 73 36 �v i O Qm.=IO..T <s � \� y 228 ,Z3
G/NE GL1.
9. Approved protective measures and temporary drainage 9z 700 lu
provisions must be used to protect adjoining properties 9Y / 3's F.
`L\�a 28 / 00�46.2= 230
during grading. -_-ST 9S 96 97 99 99 -
/•` R E,r= NE 3G5 crs V
,y S 29 225 205 V7
10. Dust shall be controlled by watering at all times. Om= 2L$c
G/NE 613 l�zlo `� 0• - 1
11. A permit shall be obtained from the Building Department, !'+A/os 33 72 3/ /37 !29/?8 127 126/ZS/2y /22. \ 9 5 Zo7 -� 237 Z
City of Lake Elsinore, prior to any grading operation. 1a61p 127
10,6 107 /!1 Az0 133 `
12. The developer and/or contractor.shall notify all utility n0 6
l35
companies 48 hours prior to grading: 1-800-422-4133 is /2 c'9,y \ 159 /5$ /5b 2/5 2047
the Underground Alert number. t- / 13/o I 1! /52 153 157 /58 W 2l4 Z a D
c�� U !!d 37 F J50/5/ 213
13. All grading shall be done in conformance with the F`rr�T 4/00=/`I:0 sF> 117 o" 1." 1G3 L0i" •�0 Z
recommendations of the preliminary soils investigation ES, awEG9 /'( /38 0 7R8 //djF" 2/1 R
by LE/GI/TVA' AS-rOC/4TE3 dated A!/6/y /9B7 o,a=a.0 �Fs 16 �16 yP 197 1106 O Cm r\
Ml12.1.6 1988
/NE B/4A G 1q0 D21VE- '-�'...' o (o �+ C
14. All work within public rights-of-way must have an aroo-9.z `'v "P2 11S /58 s-(A-� I a,o=20.o cps
encroachment permit issued by City Engineer's office /I u-NE 6/g = / 112 (?� //{0 1H5 !bq /�I GNE a22 A �. 0 N
(Section 12.08.040 Lake Elsinore Municipal Code, / 10 J1`/ 17q 180 !8l 162 163 2090 o z F
Ordinance 571). / l41 170 Fi !78 cT - m m F x
171 l75 (� I4• � c " o
o / 172- 174 W< Bo
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ay l73 0,�,=
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arm:rza=cs Lwe Gu /D STORM ORA11,1 (~ o
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EARTHWORK QUANTITY
UNIT QUANTIT �� I Q,/NE/�d�s ^ 4i - 6'7 cFs N0. RE✓IS/OA19 APP.FD DATE a m
ITEM �o LGVE 821 REVISED 5HT,3 4,5,&,7,8,10,11 12,13, PROJECT SITE s
�`
/ EXCAVAT/ON CY 759,Oo0 c / �. W F I
2 FILL CY 604,000 z39 r rPEV/5ED 5h7 4 517,8,10, /3,l2 6, as
3 ALLUVIAL O(/ER EXCAVATIONW CY 370,000 REVISED sNr. 5,�, m
ZIA REVISED 51qT. 41 l0,11 TR.2070$ W Z
4 LOT OVER EXCAVAT/ONaI 6Y 137000 .PEV15E0 5HT. 7,/3,
" J W
5 SWELL ON ROCK C'O 211.X CY 13,000 d,00 /9.9 eFs 6 REVISED ENT. lO,l/,8,7,/3 ° TR20705 s
LINE z/A - Of6 SHRINKAGE ON U /9
ALLV/AL @.6% OY ,000
7 9HR/NKAGE ON ALLU!/IAL OVER EXCAVATION 6D/7%A CY 62,000 ""`"°"
B SUBS/OENCE ON ALLUV/AL OYER EXCAVATION @ 0.2V CY 14,000
�}
Y ,000 • N
9 EXOTl.2.T C 53 THESE PLANS NAVE SEEN REV/EWED FOR COMPLIANCE W/Ty W -
7H,9 APPROPR/ATE CONO/TWANS OF DEVELOPMENT A/4D109 C/TY INDEX
ANp 57A76 G.AW5, AA10 A PERM/T CAM SE /551/ED. /"=200' ma`s VICINITY M A P
EST/MHTE- 't s NO SCALE
DOA/ALD F.K/RCHNER,CITYENG/NEER, CCE IIZ89 DATE
BASIS OF BEARINGS PRIVATE ENGINEERS NOTICES TO CONTRACTOR
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LEGEND OF ABBREVIATIONS
. -- -- THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURS,7 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETSRSSPONSI- m Y
" D7
Q CENTERLINE GB GRADE BREAK ad O'32' 45 W.ALONG THE EASTERLY�LINE;�OfI SHOWN IN THESE .CANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. BILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF r rn
TC TOP OF CURB ELEVATION LF LINEAL FEET TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT TaIS R r
THE WEST 1/2`NW,_1/4, SEC 9, THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL REQUIREMENT SHALL APPLY CONTINUOUSL! AND NOT BS LIMITED TO NORMAL `�
FL FL04LINE ELEVATION EA EAcx - - PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND v -
Fa FINISH SURFACE ELEVATION aF SQUARE FEET AS SHOWN ON.MB 12196 LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY.
FG FINISH GRADE ELEVATION CY CUBIC YARDS - - - - -- THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
sc BEGINNING OF CURVE R/W RIGHT OF NAY PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE,NEGLIGENCE
EC END OF CURVE PL PROPERTY LINE OF THE OWNER OR THE ENGINEER.
PRC POINT OF REVERSING CURVE RP RADIUS POINT
PCC POINT OF COMPOUND CURVE (R) RADIAL -
VC VERTICAL curve EASEMENT
BVC BEGINNING OF VERTICAL CURVE MIN BENCH MARK SOILS ENGINEER LEGAL DESCRIPTION OWNER � JOB ADDRESS
ICI MIN MINIMUM
EVC END OF VERTICAL CURVE MAX MAXIMUM
PI POINT OF INTERSECTION AC ASPHALTIC CONCRETE ;,U$.SS,MONUMENT G"-307ELEV-1275;9.7' - - - - sew
DCR BEGIN CURB RETURN AD AGCREOATE BASE LE[/vf7TON IJSSOC/AYES BEII�IG A Sl16DIVISION.OF A PORTION
ECR END CURB RETURN RCP REINFORCED CONCRETE PIPE 'BRASS RISK-ON'CONCRETE FOUNDATION OF'FLAG POLP OF THE NE 1/4.AND THEE 1/2 OF-
9 FRIEDMAN HOMES,INC. DPr'h
7715 JEFFERSON 4V,-,SU17b'109;
OC ON CURB TYP TYPICAL(OCCUR REPUTEDLY) `AT THE ANIMAL HOSPITAL NEAR MI5S10-N,.:TRAIL,AND'.. n iTHE NW 1/4 OF FRACTIONAL SEC-9,' 11155 JERSEY BLVD. '
HP HIGH POINT FF FINISH FLOOR ELEVATION D = RANCHO CAL/FO,eMA,CA 9Z39D ETC[. ANu c b p.. Job
............ ..A.,...,.. �A
LP LOW POINT NG NATURAL GROUND RNIL_I•(VNtJ lNN1YB V1Y'RVARJoT va..n'a TN �pBa000q,a RANCHO CUCAmONOA,CA 91730.
(7/4J G7G-0023 ,
TG TOP OF GRATE ELEVATION CIF CURB FACE (714)987-0955 shalt
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