HomeMy WebLinkAboutTract Map 30312 Parcel 1-4 Rough Grading & Erosion ControlGRADING NOTES
1. All grading shall conform to the Uniform Building Code, Appendix Chapter
33, as amended by Ordinance No. 457.
2. All property corners shall be clearly delineated in the field prior to
commencement of any construction of any construction/grading.
J. During rough grading operations and prior to construction of permanent
drainage structures, temporary drainage control should be provided to
prevent ponding water and damage to adjacent properties.
4. Dust shall be controlled by watering or other approved methods.
5. No fill shall be placed on existing ground until the ground has been
cleared of weeds, debris topsoil and other deleterious material.
6. Maximum cut and fill slope = 2:1.
7. Stability calculations with factor of safety of at least one and five
tenth (1.5) shall be submitted by a Soils Engineer to the Building and
Safety Department for cut and fill slopes over 30' in vertical height.
8. Provide 5' wide by 1' high berm or equivalent along the top of all fill
slopes over 5' high.
9. Provide a brow ditch, designed to handle 100yr Q Storm flows, along the
top of cut slopes.
10. Minimum building pad and drainage swale slope shall be = 1% if cut or fill
is less than 10, 2% if cut or fill is greater than 10'. Drainage swales
shall be a minimum of 0.2' deep and be constructed a minimum of 2' from
the top of cut or fill slopes.
11. '"No obstruction of flood plains or natural water courses shall be permitted."
12. All existing drainage courses on the project site must continue to function,
especially during storm conditions. Protective measures and temporary
drainage provisions must be used to protect adjoining properties during
grading operations.
13. Finish grade shall be sloped away from all exterior walls at not less than
1/2" per foot for a minimum of 3.
14. Cut and fill slopes equal to or greater than 3' in vertical height shall
be planted with grass or ground cover to protect the slope from erosion
and instability in accordance with Ordinance No. 457 prior to final
grading nspection.
15. EROSION CONTROL: All slopes required to be planted shall be provided
with rosea ice plant (or equal) ground cover at 12" on center. Slopes
exceeding 15' in vertical height shall be planted with approved trees
spaced not to exceed 20' on center or shrubs not to exceed 10, or a
combination or shrubs and trees not to exceed 15' in addition to a grass
mix or ground cover. Slopes exceeding 4' in vertical height shall be provided
with an in -ground irrigation system. Slopes equal to or less than 4, may
be irrigated by hose bib located at the top or toe of the slope, spaced to
make use of a hose no longer than 50' in length. The rrigation system shall be
provided with an appropriate backflow device per U.P.C., Chapter 10.
16. All grading shall be done in conformance with recommendations of the
updated final soils engineering report by Leighton & Associates dated 11-19-2001.
Two sets of the final compaction report shall be submitted to the
Building and Safety Department which shall include foundation design recom-
mendations and certification that grading has been done in conformance with
the recommendations of the site investigation report.
17. If steep sloping terrain occurs , upon which fill is to be placed, it must be cleared,
keyed and benched into firm natural soil for full support. Preparation shall be
approved by, a suitably qualified and registered professional prior to placement
of fill material.
18. All grading shall be done under the supervision of a competent soils
engineer who shall certify that all fill has been properly placed and who
shall submit a final compaction report for all fills over 1' deep.
19. Final compaction report will be required for all fills greater that 1.
20. A suitable qualified and registered professional shall submit to the
Building and Safety Department written certification of completion of
rough grading in accordance with the approved grading plan prior to
requesting inspection and issuance of the building permit. Certification
shall include line, grade, elevation and location of cut/fill slopes.
21. A suitably qualified and registered professional shall submit certification
of building pad elevation. Where specific elevations are required, the
elevation (with respect to mean sea level) shall be given. If an elevation
with respect to adjacent ground surface is required, the actual distance
above the adjacent ground shall be given.
22. A suitably qualified and registered professional shall submit to the
Building and Safety Department written certification of completion of
final grading in accordance with the approved plans for all grading
designated as "engineered grading".
23. The contractor shall notify the District Building and Safety Department
at least 24 hours in advance requesting finish lot grade and drainage
inspection. This inspection must be approved prior to building permit
final inspection for each lot.
24. Contractor shall notify Underground Service Alert, two days before you
dig at 1-800-227-2600.
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
NOTE:
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.
the XWe engineer sigrang these pans b rlwsMw* for assuring the occumry
and acceptabrTrty of the design hereon. a The event of d awicks arising ager
county aWovd or doming construction, the prnrote engineer shad be rewnsm
for determining an acceptable soluibn or revising the pans for oppmval by
the count}:
LEGAL DESCRIPTION
PARCEL 1 (A.P.N. 957-020-004)
PARCELS 1, 2, 3, 4 (A.P.N. 957-030-002 TO -009)
PARCEL 3 (A. P. N. 957-080-001)
ROUGH GRADING PLAN
FOR
TRACT.Ar
30312
_ _COUNTY OF RIVERSIDE_
CITY OF TEMECULA
PARCEL 1 OF PM 10035, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE
IN PUB 61, PG. 81. ALL OF PARCEL 2, 1 dt A PORTION OF PARCEL 3 OF PM 10038, IN THE COUNTY OF
RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN PMB 60, PG. 96. ALL OF PARCEL 1, 3, 4
OF PM 10054, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN PMB 59,
PG. 67, INCLUSIVE, OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
MARK I BY I DATE
ENGINEER
REVISIONS
APPR. DATE
COUNTY
Q�pFESSIpN -�
�44✓
ti
ND. 33950
EXP. 6/30/06
I�rF CI VII. OQ�
u�OF
AL
r --
VI I DNf
CITY 0� TENECUI A
APJ 9-51-080J010
QUS IVACANT cc I If
I
PM N0, J003-5 I
PM 61/81- 82 � 101
IU
IND X MAP
1
r�
SCALE. 1" = 100'
0 50 100 200 400 600
SCALE. • 1"= 100'
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
APPROVED BY:
KHALED A. OTHMAN R.C.E. 33950 EXP.: 6/30/02 DATE
RECOMMENDED BY: BOYLE ENGINEERING CORP. DATE
EARTHWORK ESTIMATE:
R4W CUT IN ALLUVIUM & FILL
SHRINKAGE (15X)
RAW CUT IN PAUBA FORMA77ON
SHRINKAGE (8X)
ALLUVIUM REMOVAL
SHRINKAGE (15X)
TOTAL:
CUT FILL
1,602 C.Y. 33,813 C.Y.
XXX C.Y.
XXX C. Y,
XXX C.Y.
XXX C. Y. XXX C.Y.
XXX C.Y.
SUBSIDENCE OF FILL AREAS (0.10') XXX C.Y.
OVER -EXCAVATION OF PADS XXX C.Y. XXX C.Y.
SHRINKAGE (5X) XXX C.Y.
----------aassaaaasasaa.. asaasaaaass=aaaassss
TOTALS 1,602 C.Y. 33,813 C.Y.
BALANCE: -32,211 C.Y.
REMEDIAL
REMEDIAL QUANTITIES ARE DETERMINED PER THE RECOMMENDATIONS OF THE SOILS REPORT
PREPARED BY LEIGHTON AND ASSOCIATES ENTITLED "PREUMINARY GEOTECHNICAL
INVESTIGATION FOR SILVERHAWK N TENTATIVE TRACT 30312 COUNTY OF RIVERSIDE,
CALIFORNIA, DATED NOVEMBER 19, 2001, PROJECT NO. 11861432-087.
N07E
THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTIMATE OF THE ACTUAL VOLUMES
OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESIIMA77NG AND BONDING
PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES
FOR CONTRACT PURPOSES SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON
FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING
CONSTRUCTION MAY VARY.
SEAL -ENGINEER
Q�pFESS tOH
DATE If N0. 58020' fn
EXP. 6/30/06 A
C1VIL Q�~P
DATES �F CALI
BORROW SITE ADDRESS
TR 29593
BGR 000840
HOT
WILLOWS BLVD. `--- SITE
N. GEN. KEARNY RD.
NICOLAS RD.
's 79 SECONDARY
ACCESS
PRIMARY ACCESS
VICINITY MAP
N.T.S.
T7S R2W SECTION 19
NOTICE TO CONTRACTOR:
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT, INCLUDING ,AFETY OF ALL PERSONS AND PROPERTY- THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE OWNER OR THE ENGINEER.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER
LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR
THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES.
ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY
AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL
REPORT ALL
DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
LEGEND OFABBREVIATIONS & SYMBOLS
T.C.
TOP OF CURB "- 100
EXIST. CONTOUR
F.L.
FLOWLINE ELEV. ---100--
PROP. CONTOUR
T.G.
TOP OF GRATE ---
PROPERTY LINE
G.B.
GRADE BREAK - -'J- - -JL -
DAYLIGHT LiNE
F.G.
FINISH GRADE _2%__
SHEET FLOW RATE
R. G.
ROUGH GRADE ---- ---
GRADED SWALE
F.S.
FlNISH SURFACE
CENTERLINE
INV.
INVERT OF DRAIN -
SWALE HIGH POINT
P.
PAD ELEVATION
FLOWLINE
F.F.
FINISH FLOOR ELEV.
SUBDR4IN
G.F.F.
GARAGE FINISH FLOOR _ - - _
AREA DRAIN
B.V C.
BEGIN VERTICAL CURVE
TOP OF SLOPE
E.V.C.
END VERTICAL CURVE -
_ I _
TOE OF SLOPE
P.I.
POINT OF INTERSECTION
RETAINING WALL
E.P.
EDGE OF PAVEMENT
FIRE HYDRANT
T.W.
TOP OF WALL ELEV. ;D -o
STREET LIGHT
T.F.
TOP OF FOOTING ELEV.
SOUND QR $I
D. F.
DEN, FOOTINGO'=011�-
DEEPENED FOOTING
L.
LENGTH ri.
WATER METER
DWY. DRIVEWAY CATCH BASIN & LOCAL DEPRESSION
N.T.S NOT TO SCALE DEPTH OF REQ'D OVER EXCAVATION
P.U.E. PUBLIC U71LITY EASEMENT
OWNER.
PULTE HOME CORPOR471ON
18401 Von Korman Avenue, Suite 200
Irvine, Ca. 92612
(949) 797-4400
TOPOGRAPHIC SURVEY SOURCE.
AERIAL PHOTOGRAPHIC METHODS, 1-11-00 BY
R.J. LUNG & ASSOCIATES
2832 Walnut Ave., Suite E
Tustin, CA. 92680
(714) 832-2077
CUT/FILL LINE
SOILS ENGINEER:
LEIGHTON AND ASSOCIATES
41715 Enterprise Circle N. Suite 103
Temecula, CA 92590-5661
(909) 296-0530
THE FOLLOWING PERSON IS RESPONSIBLE FOR IMPLEMENTING, INSPECTING AND REPORTS
OF THE SI7E STORM WATER POLLUTANT PREVEN77ON PLAN(SWPPP)
PULTE HOME CORPOR477ON
ATTN. DARREN WARREN
18401 Von Korman Avenue, Suite 200
Irvine, Co. 92612
(949) 797-4400
WDID 9 335318773
HUNSAKER & ASSOCIATES T-46�'�B1 Reset 1997.
IRVINE, INC From the int. of Rancho California Road and Front
Street 1.7 miles NW on Front Street -Jefferson Avenue
INLAND EMPIRE REGION to the int. of Jefferson and Winchester99)
Hwy 79),
2900 ADAMS STREET, SUITE A-15 2.0 miles NE on Winchester Road (Hwy to a
RIVERSIDE CA 92504 (909)352-7200 bridge over the Santa Gertrudis Creek, 55.5' E'ly of
PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS centerline of Winchester Road (Hwy 79) at SE'ly cor
PREPARED BY: bridge over Santa Gertrudis Creek 4.5' N'ly of
R.C.E. N0. 2 S'ly side of creek. Elev. 1097.163
It SCALE:
PAUL UDDLESTON. JR. DATE H: AS SHOWN V: AS SHOWN
E
uN� 0f��10
pEP Mew
ESp,FE
A PROo gvSID cA�g��eeriY cF: �
�Ev1EWE 9haN not �p1st1O� °this So c4
t\sf
trmse p10a1 ot,�nH
APp��a1 ° oT $n ap01 e Slake,(ut% ti ')o
e pto �"'10 bs kept or the 10b
th int
P1gne m
INDEX OF SHEETS:
SHT. N0, DESCRIPTION
1 177LE SHEET INDEX MAP
2 DETAIL & SECTION SHEET PLAN
3 ROUGH GRADING PLAN
4 EROSION CONTROL PLAN
APN 957-080-012 &013
COUNTY OF RIVERSIDE
SCHEDULE "A"
ROUGH GRADING PLAN
TRACT NO. 30312
TITLE SHEET
FOR: W.O.: COUNTY
PULTE HOME CORPORATION 0708-30312 FILE N0.
,z
0
z
SHEET NO. M
1
OF 4 SHTS.
0
z
i
z
m
15' TYP. h (10' MIN.)
126 F.I F. ELEV. X
APAD ELEV. B
I 1A F.F1 ELEV. B.S.L. '
e , d A-.4 . DEWALK !
qG' DIRECTION OF FLOW �.
TYPICAL LOT FINISH GRADING
N.T.S.
1. SECTION "A -A" APPLIES WHEN THE
DIFFERENCE IN PAD ELEVATIONS
EXCEEDS 1.0'.
2. SECTION "B -B" APPLIES WHEN THE
DIFFERENCE IN PAD ELEVATIONS IS
1.0' OR LESS, do THE EXTRA DEPTH
OF FOOTING IS SHOWN ON THE
GRADING dt STRUCTURAL PLANS.
3. IN NO CASE SHALL THE SWALE
FLOWUNE BE LOWER THAN THE
BOTTOM OF FOOTING WITHIN
5' FROM BLDG. LINE.
4. PROVIDE 5' WIDE BY 1' HIGH BERM
OR EQUIVALENT ALONG THE TOP OF
ALL FILL SLOPES OVER 5' HIGH.
5' MIN. P.L
1. SWALES TO BE CUT IN AT 1 X MIN.
AT ROUGH GRADE AND PRIOR TO
BUILDING CONSTRUCTION.
2. A PAVED DRAINAGE SWALE ,
CATCH BASIN do PIPE , OR OTHER
SIMILAR DRAINAGE DEVICE IS
REQUIRED WHEN A STOOP
FIREPLACE OR PORTION OF
THE BUILDING EXTENDS WITHIN
MINIMUM ESTABLISHED DRAINAGE
SETBACKS.
3. SEE STD. PLAN 101 FOR
DRIVEWAY APPROACHES.
4. PAD DRAINAGE TOWARD SWALES
AT 2X MINIMUM
I TOP/TOE OF
3' MIN. Fi 1' SLOPE SHOWN
ON PLAN
5' MIN.
FL 3' MIN. W
z
2XMIN.
*2:1 MAX.+
G"ca
TIN. I PAD
ELEV.-
12" MIN.-,-'-20XMAX. 4XMIN
* EXCEPT BERMS LESS THAN 1' HIGH 2OXMAX. 12"
MAY BE CONSTRUCTED AT 1 1/2 TO 1
SECTION "A -A"
F.L. 15' TYP. W
z
SEE NOTE #4 10' MIN. :3
HEREON
TOP OF BERM m
SHOWN ON PLAN
(SEE 'TYPICAL BERM
DETAIL' HEREON) PAD
TOP OF SLOPE -� 25% u' Ems' M - . -
nruu, `12" MIN.
SECTION "C - C"
TYPICAL REARYARD GRADING
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
NOTE:
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.
Ilse pnrnte engbreer signing these pons is responsible for assuring the accuracy
and acceptability of the desigl► hereon. M the owt of *IxI p uicies a►* after
county appronol or dunng consinxtion, the A4de engineer shah be rl*m*k MARK BY DATE
for detav imV on acceptable solution or revising the plans for approval by
the count . ENGINEER
SIDE YARD REAR
P.L(WHERE OCCURS) P.L(WHERE OCCURS)
TOP OF BERM —
SHOWN ON PLAN
TOP OF SLOPE ----,
(AFTER REMOVAL/
OF BERM) �!l
5'
TYPICAL BERM DETAIL
1. BERM DETAIL TO BE USED ON ALL
SLOPES OVER 5'
2. BERM TO BE REMOVED PRIOR TO
CONSTRUCTION OF WALLS AND FENCES
SEAL -COUNTY
COUNTY OF RIVERSIDE
Q�pfESS �� TRANSPORTATION DEPARTMENT
APPROVED BY:
L NO, 33950 DATE
EXP. 6/30/02 KHALED A. OTHMAN R.C.E. 33950 EXP.: 6/30/02 DATE
APPR. DATE F o�'ICALtfDATE
REVISIONS COUNTY ` RECOMMENDED BY: BOYLE ENGINEERING CORP. DATE
15' R/W
GRADING
SETBACK 60'
PAD ELEV. 10' 20'
2' 14' 14'
_ EX. PVMT i EX. PVMT
SLOPE WHEN 'H' IS
LESS THAN 3' L ROUGH GRADE LINE
(Typ•)
ROUGH GRADE SECTION
5R/W
PAD�ELEV.
yl
SLOPE WHEN 'H' IS
LESS THAN 3'
(TYP.)
Mi
JOSEPH ROAD
N.T.S.
30'
q
60'
20' 20'
2' 14' 14'
EX. PVMT I EX. PVMT
ROUGH GRADE LINE ROUGH GRADE LINE
ROUGH GRADE SECTION
FINBRROK ROAD
N.T.S.
R/W 15'
GRADING
SETBACK
10' PAD ELEV.
2'
18"
TYP.
SLOPE WHEN 'H' IS
LESS THAN 3'
(TYP•)
OF RIVEkS10'E
rnuN
, RTMENT C
-nns ad t0
,s onvot
APPfovaI of t+.t,` , I of
Pe(5 for, Of an aPN' state 01 G;
the P
f m gt s p n the lob unto
Plans
R/W 15'
- SLOPE WHEN 'H' IS
LESS THAN 3' L ROUGH GRADE LINE ADDITIONAL STREET UNDERCUT FOR
(Typ.) STREETS WITH STORM DRAIN ONLY
ROUGH GRADE SECTION
��u;jq S i •.,i OF �t1VERIC�
DE9AR�MEN-T OF
j3 IL IN & SAEE
SOUTH CREEKC/RCLE & PAYTON CTAppROVE0 3l
DA
N.T.S. REVIEWED COOS" to � >i
shoo not be o1 env 01 0
AL -ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: permit approve, ,,,� ��•��gey'�s z
T-46-81 Reset 1997. I.P. NO. efmd ior, O an�nqa State o Urn), �'PI
pfESS IRVINE, INC From the int. of Rancho California Road and Front COUNTY OF RIVERSIDE Plans m„St bee tll
Q� Nuon��N9< Street 1.7 miles NW on Front Street—Jefferson Avenue 2
e4- �, INLAND EMPIRE REGION to the int. of Jefferson and Winchester (Hwy 79), TRACT NUMBERS
2900 ADAMS STREET, SUITE A-15 2.0 miles NE on Winchester Road (Hwy 79) to a 30312
ai RIVERSIDE CA 92504 (909)352-7200 bridge over the Santa Gertrudis Creek, 55.5' E'ly of ROUGH GRADING PLAN
W EXaP. 6/30/06 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS Centerline of Winchester Road (Hwy 79) at SE'ly cor
bridge over Santa Gertrudis Creek 4.5' N'ly Of DETAIL & SECTION SHEET of 4 SHTS.
PREPARED BY: R.C.E. N0. 58 0 S'ly side of creek. Elev. 1097.163
9�F crvn_ o��/l ! FOR: W.O.: COUNTY o
411- cAi.if Gt % SCALE: PULTE HOME CORPORATION 0708-30312
PAUL R. DDLESTON, JR. DATE H: AS SHOWN V: AS SHOWN FILE N0. z
M
0
z
z
w
v
0
0
P3"
5' MIN. 5'
MIN.
L
F.L. 1 F
W
3' MIN.
I
3' MIN.
W
:3
EXTRA DEPTH
OF FOOTING TO
BE DIMENSIONED
ON PLANS I
1.0' OR
ca
I
LESS
DAD -
r' IN.
��
-
• •
4XMIN.
PAD
Me" IN.
-
12"MINE
*2:1 MAX.*
'MIN.
A
12" IN.
4XMIN.
4XMIN. 20XMAX. 2;1 MAX,
* EXCEPT BERMS LESS THAN 1' HIGH
4XMIN. 20XMAX.
MAY BE CONSTRUCTED AT 1 1/2 TO 1
SECTION "B - B"
P.L
2'
F.L. 15' TYP. W
z
SEE NOTE #4 10' MIN. :3
HEREON
TOP OF BERM m
SHOWN ON PLAN
(SEE 'TYPICAL BERM
DETAIL' HEREON) PAD
TOP OF SLOPE -� 25% u' Ems' M - . -
nruu, `12" MIN.
SECTION "C - C"
TYPICAL REARYARD GRADING
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
NOTE:
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.
Ilse pnrnte engbreer signing these pons is responsible for assuring the accuracy
and acceptability of the desigl► hereon. M the owt of *IxI p uicies a►* after
county appronol or dunng consinxtion, the A4de engineer shah be rl*m*k MARK BY DATE
for detav imV on acceptable solution or revising the plans for approval by
the count . ENGINEER
SIDE YARD REAR
P.L(WHERE OCCURS) P.L(WHERE OCCURS)
TOP OF BERM —
SHOWN ON PLAN
TOP OF SLOPE ----,
(AFTER REMOVAL/
OF BERM) �!l
5'
TYPICAL BERM DETAIL
1. BERM DETAIL TO BE USED ON ALL
SLOPES OVER 5'
2. BERM TO BE REMOVED PRIOR TO
CONSTRUCTION OF WALLS AND FENCES
SEAL -COUNTY
COUNTY OF RIVERSIDE
Q�pfESS �� TRANSPORTATION DEPARTMENT
APPROVED BY:
L NO, 33950 DATE
EXP. 6/30/02 KHALED A. OTHMAN R.C.E. 33950 EXP.: 6/30/02 DATE
APPR. DATE F o�'ICALtfDATE
REVISIONS COUNTY ` RECOMMENDED BY: BOYLE ENGINEERING CORP. DATE
15' R/W
GRADING
SETBACK 60'
PAD ELEV. 10' 20'
2' 14' 14'
_ EX. PVMT i EX. PVMT
SLOPE WHEN 'H' IS
LESS THAN 3' L ROUGH GRADE LINE
(Typ•)
ROUGH GRADE SECTION
5R/W
PAD�ELEV.
yl
SLOPE WHEN 'H' IS
LESS THAN 3'
(TYP.)
Mi
JOSEPH ROAD
N.T.S.
30'
q
60'
20' 20'
2' 14' 14'
EX. PVMT I EX. PVMT
ROUGH GRADE LINE ROUGH GRADE LINE
ROUGH GRADE SECTION
FINBRROK ROAD
N.T.S.
R/W 15'
GRADING
SETBACK
10' PAD ELEV.
2'
18"
TYP.
SLOPE WHEN 'H' IS
LESS THAN 3'
(TYP•)
OF RIVEkS10'E
rnuN
, RTMENT C
-nns ad t0
,s onvot
APPfovaI of t+.t,` , I of
Pe(5 for, Of an aPN' state 01 G;
the P
f m gt s p n the lob unto
Plans
R/W 15'
- SLOPE WHEN 'H' IS
LESS THAN 3' L ROUGH GRADE LINE ADDITIONAL STREET UNDERCUT FOR
(Typ.) STREETS WITH STORM DRAIN ONLY
ROUGH GRADE SECTION
��u;jq S i •.,i OF �t1VERIC�
DE9AR�MEN-T OF
j3 IL IN & SAEE
SOUTH CREEKC/RCLE & PAYTON CTAppROVE0 3l
DA
N.T.S. REVIEWED COOS" to � >i
shoo not be o1 env 01 0
AL -ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: permit approve, ,,,� ��•��gey'�s z
T-46-81 Reset 1997. I.P. NO. efmd ior, O an�nqa State o Urn), �'PI
pfESS IRVINE, INC From the int. of Rancho California Road and Front COUNTY OF RIVERSIDE Plans m„St bee tll
Q� Nuon��N9< Street 1.7 miles NW on Front Street—Jefferson Avenue 2
e4- �, INLAND EMPIRE REGION to the int. of Jefferson and Winchester (Hwy 79), TRACT NUMBERS
2900 ADAMS STREET, SUITE A-15 2.0 miles NE on Winchester Road (Hwy 79) to a 30312
ai RIVERSIDE CA 92504 (909)352-7200 bridge over the Santa Gertrudis Creek, 55.5' E'ly of ROUGH GRADING PLAN
W EXaP. 6/30/06 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS Centerline of Winchester Road (Hwy 79) at SE'ly cor
bridge over Santa Gertrudis Creek 4.5' N'ly Of DETAIL & SECTION SHEET of 4 SHTS.
PREPARED BY: R.C.E. N0. 58 0 S'ly side of creek. Elev. 1097.163
9�F crvn_ o��/l ! FOR: W.O.: COUNTY o
411- cAi.if Gt % SCALE: PULTE HOME CORPORATION 0708-30312
PAUL R. DDLESTON, JR. DATE H: AS SHOWN V: AS SHOWN FILE N0. z
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TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
NOTE:
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.
The Xnde engmw signing these plans a responslale for assuring the accuracy
and occeptaWity of the design hereon. In the event of d uVancies arising after
county approval or during consbuction, the pdWe engineer shall be ►esponsvhle
for determining an acceptable solution or revising the plans for approval by
the count}:
PROPOSED FINISH
SURFACE
3" CONC,6" THICK
W/6'X6'-W1,4XW1,4 W.W.M.
.SFC. TI nN D -D
NOT TO SCALE
SCALE : 1" =40'
SEAL -COUNTY COUNTY OF RIVERSIDE stAL-tNh1Nttn °I' HUNSAKER & ASSOCIATES
ESSro TRANSPORTATION DEPARTMENT 9 OVESStOIRVINE, INC
ve a9 APPROVED BY: v �uootFs c INLAND EMPIRE REGION
�� 2900 ADAMS STREET, SUITE A-15
RIVERSIDE CA 92504 (909)352-7200
N0. 33950 DATE a N0. 58020' A PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS
EXP. 6/30/02 Q KHALED A. OTHMAN R.C.E. 33950 EXP.: 6/30/02 DATE a EXP. 6/30/06
PREPARED BY: R.C.E. N0. 580,20
. 1�19T� oZvi L o��~ h9TF Of'
ova '/
MARK BY DATE REVISIONSAPPRDATE
\�\ �F CALtE �\\OALIF �!
ENGINEER
DATE
I RECOMMENDED BY: BOYLE ENGINEERING CORP. DATE PAUL R. UDDLESTON, JR. DATE
T-46-81 Reset 1997.
From the int. of Rancho California Road and Front
Street 1.7 miles NW on Front Street—Jefferson Avenue
to the int. of Jefferson and Winchester99)
Hwy 79),
2.0 miles NE on Winchester Road (Hwy to a
bridge .over the Santa Gertrudis Creek, 55.5' E'ly of
centerline of Winchester Road (Hwy 79) at SE'ly cor
bridge over Santa Gertrudis Creek 4.5' N'ly of
S'ly side of creek. Elev. 1097.163
SCALE:
H: AS SHOWN V: AS SHOWN
I.P. NO.
COUNTY OF RIVERSIDE
TRACT NUMBER
30312
ROUGH GRADING PLAN
FOR: W.O.:
PULTE HOME CORPORATION 1 0708-30312
.I ;0,%'
NANAG cAr9� 8 df
7' JED °tes. o�'o
010s$r kI �y . ;o 00'04 r
t tr�aPp .tate
COUNTY
FILE NO.
SHEET NO.
3
OF 4 SHTS.
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EROSION CONTROL GENERAL NOTES
1. IN CASE OF EMERGENCY, CALL DARRIN WARREN AT (949) 797-4400
2. 1 THE UNDERSIGNED CML ENGINEER HAVE INSPECTED THE SITE AND THESE PLANS REFLECT THE
EXISTIN;R.UDDLESTON
SLOF PROJECT THAT REQUIRE EROSION PROTECTION.
6/3%2
PAUL P.E. 58020 ETP. DAT- DAA
3. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY
SEASON (NOVEMBER i TO APRIL 15). NECESSARY U41ER14LS SWILL BE AVAILABLE ON SITE AND STOCKPILED
AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES, A RESPONSIBLE
PERSON SHALL BE CAPABLE OF BEING N077RED AT A 24 HOUR PHONE N0. IN CASE OF AN EMERGENCY.
4. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE GRADING
INSPECTOR IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER
REQUIRED.
5. EXCEPT AS OTHERWISE APPROVED BY THE GRADING INSPECTOR, ALL DEVICES SHOWN ON THE PLAN SWILL
BE IN PLACE AT THE END OF EACH WORKING DAY OR ON WEEKENDS WHEN THE 5 DAY RAIN PROBABKIIY
FORECAST EXCEEDS 40%
6. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DR41N AWAY FROM
THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
7. ALL LOOSE SOIL AND DEBRIS WHICH MAY CREATE POTENTIAL WIZARD TO OFFSITE PROPERTY SWILL BE
REMOVED FROM THE SITE
8 ALL SILT AND DEBRIS SWILL BE REMOVED FROM ALL DEVICES W17HIN 24 HOURS AFTER EACH RAINSTORM.
9. A GUARD SWILL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS
TWO FEET. THE DEVICE SWILL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM.
10. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS LEFT 77 THE
DESCRETION OF THE FIELD ENGINEER.
11. DESIL71NG BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER 1 AND APRIL 15
WITHOUT PRIOR APPROVAL OF THE INSPECTOR.
12. AFTER A RAINSTORM, ALL SILT AND DEBRIS SWILL BE REMOVED FROM CHECK BERMS AND DESILTING
BASINS AND THE BASINS PUMPED DRY.
13. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION
OF EACH WORKING DAY.
14. EROSION CONTROL DEVICES WILL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES AND PLANS
OF ]HESE CHANGES SUBMITTED FOR APPROVAL AS REQUIRED.
15. THIS PLAN IS TO BE USED FOR THE LOCATION AND CONSTRUCTION OF THE TEMPORARY EROSION CONTROL
STRUCTURES AND DEMCES ONLY. DO NOT USE THIS PLAN AS A SITE GRADING PLAN OR FOR THE
CONSTRUCTION OF ANY PERMANENT IMPROVEMENTS
� 1 �
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
NOTE:
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.
the p We engineer ng these plans is respawbk for osswing the aFefnacyPENGINEER
and0cceptoMTdy Of the dl * hereon. In the event Of drscmpandes arising after
county appr0lal or during constnrcfior� the pride engineer shop bethe tyfor mmg an occeptablre solution or revising the plans for Wm alb
EROSION CONTROL PLAN
FOR TRACTIN
30312
ENGINEER'S NOTES AND LEGEND
INDICATES STRAW WATTLES
INDICATES GRAVEL OR SAND FILLED BAGS
FLOW- INDICATES DIRECTION OF FLOW
INDICATES STABILIZED CONS7RUCTION ENTRANCE AS SHOWN HEREON.
ALL SLOPES TO BE PROTECTED FROM EROSION BY HYDRO -MULCH
SEED MIX AS SPECIFIED BY DEVELOPER AND APPROVED By THE
COUNTY OF RIVERSIDE
REVISIONS
AIPPR. I DATE
COUNTY
QSof ESS I -k
A.
y �
NO. 33950
EXP. 6/30/02
civ I�
\�. of CAt.t F
I _(i *X, -)
te' rrP
SECTION "D' - "D "
4
INDEX MAP
CHECKDAM DETAIL
NOT TO SCALE C
NOTES:
1. GRAVEL BAGS ARE ENCOUR4GED OVER THE USE OF SANDBAGS AND MAY BE REQUIRED
IN AREAS WHICH ARE PARTICULARLY SENSITIVE TO SEDIMENT DEPOSITION.
2. THIS STANDARD DETAIL SHALL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLAN.
COUNTY OF RIVERSIDE SEAL -ENGINEER
TRANSPORTATION DEPARTMENT
APPROVED BY: I QsoFESSAo
o Hu�cF
DATE � s "
v NO. 58020 Z
V, KHALED A. OTHMAN R.C.E. 33950 EXP.: 6/30/02 DATEWow,EXP 6/30/06Bb
DATE �oFAv L
c��I
RECOMMENDED BY: BOYLE ENGINEERING CORP. DATE
1
� r1
SCALE, 1" = 100'
0 50 100 200
SCALE: 1"=100'
50' MIN.
8r-0 MIN.
3100 400
NOTES:
1. STRAW WATTLES TO BE SECURED WITH STAKES AT EACH END AND FOUR FOOT ON CENTER.
2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GRADES
OF LESS THAT 4X SHALL BE AS SHOWN ON THE APPROVED EROSION CONTROL PLAN.
3. THIS STANDARD DETAIL SHALL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLAN.
PUBLIC RIGHT-OF-WAY
EXISTING GROUND
EXISTING GROG
PROFILE
PROVIDE APPROPRIATE' TRANSITION
BE7WEEN STABIUZED DONSTRUCTION
ENTRANCE & PUBLIC IR/GHT--OF-WAY
PUBLIC
RIGHT-OF-WAY11
STABILIZED CONSTRUCTION ENTRANCE SPECIFICATIONS
1. THE MATERIAL FOR CONSTRUCTION OF THE PAD SHALL BE 2 TO 3 INCH STONE.
2. THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 8 INCHES.
3. THE WIDTH OF THE PAD SHALL NOT BE LESS THAN THE FULL WIDTH OF ALL
POINTS OF INGRESS OR EGRESS.
4. THE LENGTH OF THE PAD SHALL BE AS REQUIRED, BUT NOT LESS THAN 50 FEET.
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
SPACING OF ROWS OF STRAW WATTLES
SLOPE OF STREET
10X OR MORE
9.9% TO 8%
Z 9X TO 6X
5.9X TO 4X
3.9% OF LESS
PAVED STREET
25'
75'
too100'
UNPAVED STREET
25'
75'
100'
TYPICAL STREET CROSS SECTION
HUNSAKER & ASSOCIATES BENC
T-46H81RReset 1997.
IRVINE, INC From the int. of Rancho California Road and Front
INLAND EMPIRE REGION Street 1.7 miles NW on Front Street -Jefferson Avenue
to the int. of Jefferson and Winchester99)
Hwy 79),
2900 ADAMS STREET, SUITE A-15 2.0 miles NE on Winchester Road (Hwy to a
RIVERSIDE CA 92504 (909)352-7200 bridge over the Santa Gertrudis Creek, 55.5' E'ly of
PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS centerline of Winchester Road (Hwy 79) at SE'ly cor
PREPARED BY: bridge over Santa Gertrudis Creek 4.5' N'ly of
R.C.E. N0. 58020 S'ly side of creek. Elev. 1097.163
4' 3 SCALE:
PAUL HUDDLESTON, JR. DATE H: AS SHOWN V. AS SHOWN
NOT TO SCALE
OWNER.
PUDE" HOME CORPOR477ON
18401 Von Karman Avenue, Suite 200
Irvine, Co. 92612
(949) 797-4400
SOILS ENGINEER.
7"
LEIGHTON AND ASSOCIATES
41715 Enterprise Circle N. Suite 103
Temecula, CA 92590-5661
(909) 296-0530
TOPOGRAPHIC SURVEY SOURCE.•
AERIAL PHOTOGRAPHIC METHODS, 1-11-00 By-
R.J. LUNG & ASSOCIATES
2832 Walnut Ave., Suite E
Tustin, CA. 92680
(714) 832-2077
(;C)I: vT`( OF RIVERSIDE -
DEPARTMENT OF
BUILDING & SAFETY
APPROVED
REVIEWED By DA�
Approval of these plans shah not be construed to be £'
olatbny of
permit for, or an approval of, any V, .nsnof
the provisions of the state or county laws.
plans must be kept on the job until completion.
4p)
MURRIETA HOT 3�
SPRINGS RD.
WILLOWS BLVD. SITE
N. GEN. KEARNY RD.
NICOLAS RD.
75 79 SECONDARY
ACCESS
PRIMARY ACCESS
VICINITY MAP
N.T.S.
I.P. NO.
COUNTY OF RIVERSIDE
SCHEDULE "A"
EROSION CONTROL PLAN
TRACT NO. 30312
TITLE SHEET
FOR: W.O.: COUNTY
PULTE HOME CORPORATION 10708-30312 1 FILE NO.
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100' MAX (SEE NOTE
2)
I
I
8' MIN
SPACING FOR VEHICLE
ACCESS
I
I
I STRAW WATTLE TTP
I
I PER DETAIL "B"
---- ---
DIRECTION OF
I I
STREET FLOW
I W= 757
i ROADBED
OF
WIDTH
o
W
I
Q
m
I
W
X
X p
STRAW WATTLE TYP
20-30
5
W
PER DETAIL B
I i 8' MIN
I
31-40�
71
I
I I
41 -50
9
I X I
51'-60'
10.5'
61P-70'
12'
STREET STRAW WATTLE DETAIL
NOT TO SCALE
A
NOTES:
1. STRAW WATTLES TO BE SECURED WITH STAKES AT EACH END AND FOUR FOOT ON CENTER.
2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GRADES
OF LESS THAT 4X SHALL BE AS SHOWN ON THE APPROVED EROSION CONTROL PLAN.
3. THIS STANDARD DETAIL SHALL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLAN.
PUBLIC RIGHT-OF-WAY
EXISTING GROUND
EXISTING GROG
PROFILE
PROVIDE APPROPRIATE' TRANSITION
BE7WEEN STABIUZED DONSTRUCTION
ENTRANCE & PUBLIC IR/GHT--OF-WAY
PUBLIC
RIGHT-OF-WAY11
STABILIZED CONSTRUCTION ENTRANCE SPECIFICATIONS
1. THE MATERIAL FOR CONSTRUCTION OF THE PAD SHALL BE 2 TO 3 INCH STONE.
2. THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 8 INCHES.
3. THE WIDTH OF THE PAD SHALL NOT BE LESS THAN THE FULL WIDTH OF ALL
POINTS OF INGRESS OR EGRESS.
4. THE LENGTH OF THE PAD SHALL BE AS REQUIRED, BUT NOT LESS THAN 50 FEET.
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
SPACING OF ROWS OF STRAW WATTLES
SLOPE OF STREET
10X OR MORE
9.9% TO 8%
Z 9X TO 6X
5.9X TO 4X
3.9% OF LESS
PAVED STREET
25'
75'
too100'
UNPAVED STREET
25'
75'
100'
TYPICAL STREET CROSS SECTION
HUNSAKER & ASSOCIATES BENC
T-46H81RReset 1997.
IRVINE, INC From the int. of Rancho California Road and Front
INLAND EMPIRE REGION Street 1.7 miles NW on Front Street -Jefferson Avenue
to the int. of Jefferson and Winchester99)
Hwy 79),
2900 ADAMS STREET, SUITE A-15 2.0 miles NE on Winchester Road (Hwy to a
RIVERSIDE CA 92504 (909)352-7200 bridge over the Santa Gertrudis Creek, 55.5' E'ly of
PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS centerline of Winchester Road (Hwy 79) at SE'ly cor
PREPARED BY: bridge over Santa Gertrudis Creek 4.5' N'ly of
R.C.E. N0. 58020 S'ly side of creek. Elev. 1097.163
4' 3 SCALE:
PAUL HUDDLESTON, JR. DATE H: AS SHOWN V. AS SHOWN
NOT TO SCALE
OWNER.
PUDE" HOME CORPOR477ON
18401 Von Karman Avenue, Suite 200
Irvine, Co. 92612
(949) 797-4400
SOILS ENGINEER.
7"
LEIGHTON AND ASSOCIATES
41715 Enterprise Circle N. Suite 103
Temecula, CA 92590-5661
(909) 296-0530
TOPOGRAPHIC SURVEY SOURCE.•
AERIAL PHOTOGRAPHIC METHODS, 1-11-00 By-
R.J. LUNG & ASSOCIATES
2832 Walnut Ave., Suite E
Tustin, CA. 92680
(714) 832-2077
(;C)I: vT`( OF RIVERSIDE -
DEPARTMENT OF
BUILDING & SAFETY
APPROVED
REVIEWED By DA�
Approval of these plans shah not be construed to be £'
olatbny of
permit for, or an approval of, any V, .nsnof
the provisions of the state or county laws.
plans must be kept on the job until completion.
4p)
MURRIETA HOT 3�
SPRINGS RD.
WILLOWS BLVD. SITE
N. GEN. KEARNY RD.
NICOLAS RD.
75 79 SECONDARY
ACCESS
PRIMARY ACCESS
VICINITY MAP
N.T.S.
I.P. NO.
COUNTY OF RIVERSIDE
SCHEDULE "A"
EROSION CONTROL PLAN
TRACT NO. 30312
TITLE SHEET
FOR: W.O.: COUNTY
PULTE HOME CORPORATION 10708-30312 1 FILE NO.
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