HomeMy WebLinkAboutTract Map 37341-1 Lots 83 - 86 Precise GradingLAND DEVELOPMENT GRADING NOTES-TEMECULA PUBLIC WORKS DEPARTMENT
1. STANDARDS. ALL CONSTRUCTION AND GRADING RELATED ACTIVITIES (LE., STOCKPILING, LAND CLEARING, EROSION &
SEDIMENT CONTROL, ETC.) SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THE CITY OF TEMECULA MUNICIPAL
CODE THE ENGINEERING AND COA67RUC77ON AMMU41, ALL APPLICABLE STANDARDS THE LATEST EDITION OF THE CALIFORN14
BUILDING CODE (APPENDIX J) AND, IF APPLICABLE, THE STATE WATER RESOURCES CONTROL 30ARD (SWITCH) NATIONAL
POLLUTION DISCHARGE EL'MTAMWN SYSTEM (NPOES) GENERAL PERMIT FOR CONSTRUCTION AC71VMES.
2. PERMIT REQUIREMENTS A GRADING PERMIT WILL BE OBTAINED PRIOR TO COMMENCE1,047 OF ANY WORK ON THE SITE
3. NOTFC47IONS PUBLIC WORKS INSPECTION SNAIL BE NOBRED VIA FAIL AT 1D/NSPECTIONS0EMECULACA.GOV AT LEAST
TWO (2) BUSINESS DAYS IN ADVANCE OF BEGINNING ANY CONSPIUCRON/GRADING OPERATIONS
4. SOILS ALL CONSTRUCBON/GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE WITH RECOMMENDA7IONS OF THE
PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES, INC, SOMMERS BEND RESIDENTIAL DEVELOPMENT
(ROR/PAUGH RANCH), TRACT 37341-1 (PA 14) LOTS 1-86, TEMECULA CALIFORNIA- DATED SEPTEMBER 24, 2019 AND ALL
ADDENDA.
5. CUT/FlLL
A MAXIMUM CUT AND FILL SLOPES SH41I. BE 1:1, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER, AND SHALL
COMPLY WON THE RECOMMENDATIONS OF THE SOILS REPORT. FELL SLOPES SHALL NOT HAVE LESS THAN 90% RELATIVE
COMPACTION OUT TO THE FINISH SURFACE.
8. FILL MATERIAL SHALL NOT BE PLACED ON EXIS77NG GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS DEBRIS,
TOPSOIL VEGETATION AND OTHER DELETERIOUS MATERIAL /F THE SLOPE RATIO EXCEEDS 5:1 AND IS GREATER THAN FIVE
FEET, THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK OR MAINE SOIL AS DIRECTED BY THE
GE07ECHNM.AL ENGINEER.
C. STABILITY CALCULATIONS WITH A FACTOR -OF-SAFETY OF AT LEAST ONE AND FIVE TOMS (1.5) SHALL BE SUBMITTED
TO PUBLIC WORKS BY A REGISTERED CML ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FELL SLOPES OVER
THIRTY FEET (30) IN VERTICAL HEIGHT
D. ALL GRADING SHALL BE DONE UNDER 774E SUPERVISION OF A REGISTERED CML ENGINEER, SOILS ENGINEER OR
GEOLOGIST, WHO SHALL SUBMIT TWO SETS OF Mi M-MF7CA7ION THAT ALL FILLS OVER ONE FOOT (I'J IN DEPTH HAW
BEEN PROPERLY PLACED.
6. DRAINAGE.
A AS APPUG41li PROVIDE CONCRETE BROW DITCHES TO CONVEY 1001 STORM FLOWS OR PROVIDE GRADED BERMS
ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED
AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES ALL DRAINAGE DEVICES SHALL BE CONSTRUCTED
PER THE APPROVED PLANS.
B. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCY70N AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR
NATURAL WATER COURSES SHALL BE PERMITTED.
C TEMPORARY DRAINAGE SHALL BE PROVIDED UN17L PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE
MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND
PONDING WATER DURING CONSTRUCTION/GRADING OPERATIONS.
D. APPROVED PROTECTIVE ME45UES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PR07ECT ADJOINING
PROPERTIES DURING THE GRADING PROJECT.
E DRAINAGE EASEMENTS SHALL E KEPT CLEAR OF ALL OBSTRUCTIONS NO BUILDING OR WALLS SHALL E PLACED WITHIN
THE UNIT S OF EASEMENTS.
F. THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHALL E A ONE-HALF PERCENT (0.5X).
7. PROPERTY CORNERS. ALL PROPERTY CORNERS SHALL E CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT
OF ANY CONSTRUCTION/GRADING ACTIVITY, A S DIRECTED BY THE CITY ENGINEER.
8. ROUGH GRADING INSPECTIONS PRIOR 70 BUILDING PERMIT. INSPECTIONS SHALL E REQUESTED VIA EMAIL TO THE PUBLIC
WORKS DEPARTMENT AT IDINSPEC77ONS07EMECULAC&GOV AT LEAST TWO (2) BUSINESS DAYS IN ADVANCE (PLEASE INCLUDE
YOUR PERMIT / IN THE SUBJECT LINE ).
SUBMIT THE FOLLOWING•
A ONE (1) PAD ELEVATION CERTIFICATION (LE, ROUGH GRADE) 70 INCLUDE A STATEMENT THAT THE PAD ELEVATION
COMPLIES WITH THE APPROVED GRADING PUN CMRC477ON SHALL BE TO LINE GR40E, ELEVATION AND LOC477ON OF
CUT/FlLL SLOPES.
B. ONE (1) PAD COMPACTION CERTIFICATION (I.E, FINAL EOTECHNICAL/SONS DEPORT) TO INCLUDE A STATEMENT THAT THE
GRADING COMPLIES WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
9. FINAL INSPEC77ON PRIOR TO OCCUPANCY. REFER TO THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL
10. POST GRADING ACTIVITIES. POST GRADING ACTMII6 SHALL INCLUDE, BUT NOT E LIMITED TO, INSTALLING WHERE
APPLICABLE: GROUNDCOVER, TREES, SHRUBS OR A COMBACTION THEREOF W ACCORDANCE WITH THE CITY OF TEMECULA
MUNICIPAL CODE PRIOR TO FINAL INSPECTION. SLOPES OVER FOUR FEET (4') IN VERTICAL HEIGHT SHALL HAVE PERMANENT
IRRIG47ION SYSTEMS WITH BACKFLOW PREVENTION DEVICES BUCK FLOW PREVENTION DEVICES MUST COMPLY WITH THE
UNIFORM PLUMBING CODE (UP.C).
11. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE N07ES FOR "PAYING" "GENERA" AND "EROSION AND SEDIMENT
CONTROL" REQUIREMENTS.
Underground Service Alert
EARTHWORK QUANTITIES:
-CUT
225 YD - TO FILL 225 YD EXPORT
.• Call: TOLL FREE
AREA SUMMARK
GROSS ACREAGE = 0.41 AC
DISTURBED ACREAGE = 0.41 AC
811 OR
1-800-227-2600
PRBPAREED POP:
TWO WORKING DAYSbent BEFORE YOU JIG
"Ctifies ': Remember that the USA Conte
MCFMOND
es only tease utilities belonging to
p M E R I O HOME S
the rose sin n:
me enter. Therethe
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Sal
CONSTRUCTION RECORD
DATE
BY
jDA7E
Contractor_
Inspector_
Date Completed
\1
31 T Y OF TEMECULA
TRACT NO. 37341-1
PRECISE GRADING PLAN
MODEL HOMES - LOTS 83-86
I4 I '
r] 5 29
13
I
12 i 16 ' 28
7 27
11
8 �26
10
9 t`Iram__
19 25
20 / 21 122 123 124
__�---_UMyMONDIA WA1i__-�-�
56 i 57 i 58 1 I I I I I I I I 1 1
JI 59 j 60 1 61 1 62 1 63 1 64 65 66 1 57 1 68 i 69 it
SOMMERS BEND
WORK TO BE DONE:
THE IMPROVEMENTS CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO
THESE PLANS, THE CURRENT CITY OF TEMECULA AND RIVERSIDE COUNTY STANDARDS AND
SPECIFICATIONS AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION ("GREEN BOOK").
SHEET INDEX
SHEET 1 TIRE SHEET
SHEET 2 ADD177ONAL NOTES & DETAILS
SHEET 3 PRECISE GRADING
PREPARED BY.•
®HUNSAKER & ASSOCIATES
I R V I N E, I N C.
PUNNING a ENGINEERING a SURVEYING
Thee Hughes . Inie, a tun . PIE (I suwsR . IM "I sums
CC'D BENCH MARK
ST. AND RANCHO GWFDRW RD M THE IM. OF
I CIDFORNIA RD AND CVLE COMENFO RD, AT
Y CORNER OF THE TNT. 547 N. OF CIL RANCHO
INN RD: 45' W OF CIL CPLE CONIENRO, 28' N
.. 1.5' W CF P.P.. IS, S OF III FENCE ON
I CUTTI SET FlBMUOS WUNESS POST 1
ALL RETAINING WALLS, PRIVACY WALLS
AND FENCES WILL BE CONSTRUCTED
PER SEPARATE PLAN AND PERMIT.
SEE THE SWPPP REPORT FOR EROSION AND
SEDIMENT CONTROL NOTES AND REQUIREMENTS.
SWPPP RESPONSIBLE
RICHMONDAMERICAN HOMES
5171 CALIFORNIA AVENUE, SUITE 120
IRVINE, CA 92718
ATTENTION. VAN MARTIN
(949) 467-2643
RICHMONDAMERICAN HOMES
391 N. MAIN STREET, SUITE 205
CORONA, CA 92880
(951) 386-4113
SOILS ENGINEER:
LEIGHTON ANDASSOCIATES, INC.
41715 ENTERPRISE CIRCLE NORTH, SUITE 103
TEMECULA, Cl 92590
(951) 296-0530
\ 77
76
75 78
/74 7/
IC80
73
\ 72
/ INDEX MAP
SCALE 1" = 100'
BASIS OF BEARINGS
2 ,r
THE CALIFORNIA COORDINATE SYSTEM, HAD 83 (VSRS 2011) EPOCH 2O10.00, COUNTY OF RIVERSIDE ZONE
6, AS DETERMINED LOCALLY BY A TIE BETWEEN CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS)
"P477- AND "BILL" AS SHOWN HEREON. (I.E 1281 E)
LEGAL DESCRIPTION:
BEING IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, LOTS 83-86 OF TRACT
MAP NO.. 37341-1 FILED IN BOOK 47I, PAGES 19 THROUGH 25 OF MAPS IN THE OFFICE OF THE
COUNTY RECORDER OF SAID RIVERSIDE COUNTY.
THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE
WITH THE RECOMMENDATIONS AS OUTLINED IN THE GEOECHNIGLL REPORT PREPARED BY LEIGHTON AND
ASSOCIATES, INC. ENTITLED "AS -GRADED GEOTECHN/CAL REPORT OF SOMMERS BEND RESIDENTIAL
DEVELOPMENT (RORIPAUGH RANCH), TRACT 37341-1 (PA 14) LOTS I-86, TEMECULA CALIFORNIA- DATED
SEPTEMBER 24, 2019.
SIGNED
2641 9/30/2021 26aE
R.G.E. NO. EXPIRATION DATE gc�07ECHN��Q?P
�OF CAUFO
DATE
2016 CBC GRADING NOTE:
THE GEOTECHNICAL ENGINEER OF RECORD HAS
DETERMINED THAT CONSIDERING THE SITE
CONDITIONS INCLUDING THE SOIL AND THE
CLIMATE, PROPOSED SITE DRAINAGE SLOPES
(2% AWAY FROM THE BUILDINGS AND IN
ALONG THE SWALES) SHALL BE SATISFACTORY
AND DO NOT WARRANT THE MORE
CONSERVATIVE REQUIREMENTS SPECIFIED BY
THE BUILDING CODE.
SCALE e
ULJIVIYLU OI URAWN OI I,M1LUNLU OI
9�10RIZONTAL ecPlans Prepared Under The Supervision Of
�AS SHOWN n a/ Date: OS/11/2020
VERTICAL �,e MATTHEW D. MOHLER
N/A � R.C.E. No. 84160
S/
TOWNSHIP 7RANGE
WEST
SECTION 27
VICINITYMAP
N. T S.
LEGEND OF ABBREVIATIONS & SYMBOLS
T.C. TOP OF CURB 100 _ EXIST. CONTOUR
J $ F.L. FLOWLINE El �i PROP. CONTOUR
f T.G. TOP OF GRATE PROPERTY LINE
u G.B. GRADE BREAK - 4 — 1 - DAYLIGHT LINE
FINISH GRADE 2% SHEET FLOW RATE
ROUGH GRADE CENTERLINE
F.S. FINISH SURFACE 2 SWALE HIGH POINT
INV. INVERT OF DRAIN FLOWLINE
P. PAD ELEVATION _ _ 4 _ _ - AREA DRAIN
F.F. FINISH
LEV
G.F.F. GARAGE EFINISHEFLOOR C I _ —I]
TOE OF SLOPE
TOP OF SLOPE
B.V.C. BEGIN VERTICAL CURVE RETAINING WALL
E.V.C. END VERTICAL CURVE FIRE HYDRANT
P.I. POINT OF INTERSECTION Iry STREET LIGHT
E.P. EDGE OF PAVEMENT DEEPENED FOOTING
T.W. TOP OF WALL ELEV. o of
T.F. TOP OF FOOTING ELEV.
T.R.W. TOP OF BET. WALL ELEV ® WATER METER
D.F. DEEPENED FOOTING
T.E. THICKENED EDGE o 0 o- TRAP FENCE
L. LENGTH THICKENED EDGE
DIVY. DRIVEWAY
N.T.S. NOT TO SCALE
P.U.E. PUBLIC UTILITY EASEMENT
ENVIRONMENTAL NOTE:
THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY AGENCY
CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA
OR NATIONAL ENDAGERED SPECIES ACT.
YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO
ANY SITE DISTURBANCE OR GRADING.
NOTICE TO CONTRACTORS:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE
PLANS ARE OBTANED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF
TEMECULA, EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIF)RNIA WATER DISTRICT DOES NOT
CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OR THE EXISTENCE OR
NON-EX157ENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMOS OF THIS PROJECT
THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES
NOT OF RECORD OR SHOWN ON THIS PLAN.
NOTE:
"IF AT ANY TIME DURING 6YCAVATKAICONSTRUCRON OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES,
OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR
ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY
OF SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE
AFFECTED AREA TO IMMEDL4ELY CEASE. THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRETION MAY
REQUIRE THE PROPERTY OWNER TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO
ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECWJST TO
INSPECT THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON
DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF
PLANNING SHALL NOTIFY THE PROPERTY OWNER OF SUCH DEERM'NADON AND SHALL AUTHORIZE
RESUMP77ON OF WORK. UPON DETERMINING THAT THE DISCOVERY 6 AN ARCHAEOLOGICAL/CULTURAL
RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER
EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES
HAVE BEEN APPROVED BY THE PUNNING DIRECTOR."
WDID # 9 33089587 LDZO 0810
BUILDING AND SAFETY
REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED
�p EJCCESS AND ACCESSIBILITY ONLY
APPROVED BY: QJ'^" 6944 6/23/20
NAME
RECOMMENDED BY: 1M I� ork 'b DATE: 6/25/20 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
ACCEPTED BY: DATE: 6/25/20 PRECISE GRADING PLAN
DIRECTOR OOFMAS PUBLIC WORKS/CITY ENGINEER
TRACT No. 37341-1 - PA 14
R.C.E. No. 44223 0 LOTS 83m86 (MODEL SITE)
DATE
TYPICAL LOT FINISH GRADING
N.T.S.
1. SWALES TO BE CUT IN AT 19 MIN.
AT ROUGH GRADE AND PRIOR TO
BUILDING CONSTRUCTION.
2. SEE CITY OF TEMECULA STANDARD
FOR DRIVEWAY APPROACHES.
3. THE FOR HAS DETERMINED THAT
ONCEDERING WE SITE COMMONS
INCLUDING THE S02 AND THE CLIMATE
THE PROPOSED SITE LWAINAGE SLOPES
SHALL BE SATSEACTORY AND DO NOT
WARRANT ME MORE CONSERVATIVE
REOUIREMENTS OF ME BUILDING CODE.
RIW
� x
n
1/4•PER 1'
n
� 7
FIG. NO. 2
NOTE 3.1 SLOPE PERMITTED TO BEGIN AT R/W
n
x
UP TO 5'
1'
MORE THAN 5'
h 2 MAX 5'
1. SECTION 'A A' APPLIES WHEN THE
DIFFERENCE IN PAD ELEVATIONS
EXCEEDS TO'.
2. SECTION 'B-B' APPLIES WHEN THE
DIFFERENCE IN PAD ELEVATIONS IS
ED' OR LESS, & ME EXTRA DEPTH
OF MOONS IS SHOWN ON THE
GRADING & STRUCTURAL PLANS.
3. IN NO CASE SHALL ME SWATS
FLOWUNE BE LOWER THAN ME
BOTTOM OF FOOTING WHITHIN
5' FROM BLDG. LINE.
4, PROVIDE 5' WIDE BY I' HIGH BERM
OR EQUIVALENT ALONG THE TOP OF
ALL FILL SLOPES OVER 5' HIGH.
" EXCEPT BERMS LESS MAN I' HIGH
MAY BE CONSTRUCTED AT 1 1/2 TO 1
SECTION "A - A"
NTS
in i..I mn «wu.
" EXCEPT BERMS LESS THAN 1' HIGH
MAY BE corNsraucTEO AT SECTTION °'B — B"
PLANTER AREA TO SLOPE AWAY
FROM FOUNDATION AT A MINIMUM
OF 2R. PLANTS AND SHRUBS SHALL
3' BE PLACED SUCH THAT THEY DO
NOT IMPEAD NFL
OW OW OF DRAINAGE
AWAY FROM NE FOUNDATION
FINISH FLOOR
PAD 1=_ PROPOSED WALKWAY
23
IN GROUND PLANTER DETAIL
NTS
Underground Service Alert
Call: TOLL FREE
811 OR
II
1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
'CAUTION': Remember that the USA Center
notifies only thoseutilities belonging to
the center. There could be other utilities
The
nowill
nformtyou of whom they will no notify
y.
CONSTRUCTION RECORD DAT[
Contractor.
Inspector
Date Completed
NTS
P.L.
SECTION "C - C"
TYPICAL REARYARD GRADING
3'
ALE 1%
SOD TIF USEDI SWAL BE INSTALLED
FLUSH WITH ALE TO ALLOW
UN -OBSTRUCTED DRAINAGE
"MD.S." #1290 BLACK ATRIUM
GRATE OR APPROVED EQUAL
TAPER LANDSCAPE TOPING MATERIAL
CH, ROCK.....)
4LET AS SHOWN
1 z'
(SEE PLAN)
SPEED-D-TUFF GRATE
MIES. No. 1212 GREEN)
OR APPROVED BIT AT
COMPACTED SURFACE
PER PLAN
GRATE HOUSING
Lu REDUCER ADAPTER N.D.S. No. 1221
a i OR APPROVED EQUAL
PIPE RISER L ALL FINING BY. NATIONAL DIVERSIFIED S4US INC OR EQUAL .
¢ o PLASTIC TEE 2550 AZURITE CIRCLE ( )
NETWbRY PARK, CA 91310
0.5 MI 2 REFER TO all GRADING
4" PVC SCH 40 INV. ELEV. 3 DO NOT GLUE GRATE OR RISER TO PIPE
PER PLAN SEE PLAN (NEED TO BE ABLE TO REMOVE FOR MWNTBANCE PURPOSES)
( ) 4 GLUE.. Q.P.S. WELD ON' 1 773 SOLVENT (MEDIUM BORED FAST SET
FOR NOT PIPE MRU 6" 0
NOTE DO NOT GLUE GRATE OR RISER TO PIPE. 5, WHEN MIN, DEPTH REQUIRED IS Y, USE ONE 90' ELL
(NEED TO BE ABLE TO REMOVE FOR MAINTENANCE PURPOSES.)
%1 12" SQUARE INLET DETAIL
N.T.S.
EDGE OF PARKING LOT
4 PRE -CAST BUMPER CURB
a PCIL
5/8"" 0
STEEL PIN
18' LONG 75"
4" PAN
9" 9" J
... .:. _.:. .. 4„
6" TOP OF PAVEMENT
2 #4 BARS CONr
518" 0 STEEL PIN 518" 0 STEEL PIN
18" LONG 18" LONG
ELEVAT ON
IN -GROUND UTILITY HOUSINGS
(WATER METER. CABLE N ETC.)
TO BE INSTALLED FLUSH TO ALLOW
UN -OBSTRUCTED DRAINAGE
TYPICAL SOD AND UTILITY DETAIL
NTS
PLUMBING PLAN NOTES AND LEGEND
FOR INFORMATION ONLY
SECTION 710.0 - DRAINAGE OF FIXTURES LOCATED BELOW THE NEXT UPSTREAM
SEWER MANHOLE OR BELOW MAIN SEWER LEVEL.
WHERE A FIXTURE IS INSTALLED ON A FLOOR LEVEL THAT IS LOWER THAN THE NEXT
UPSTREAM MANHOLE COVER OF THE PUBLIC OR PRIVATE SEWER, SERVING SUCH
DRAINAGE PIPING, SHALL BE PROTECTED FROM BACKFLOW OF SEWAGE BY INSTALLING
AN APPROVED TYPE OF BACKWATER VALVE. FIXTURES ON FLOOR LEVELS ABOVE
SUCH ELEVATION SHALL NOT DISCHARGE THROUGH THE BACKWATER VALVE.
CLEANOUTS FOR DRAINS THAT PASS THROUGH A BACKWATER VALVE SHALL BE
CLEARLY IDENTIFIED WITH A PERMANENT LABEL STATING "BACKWATER VALVE
DOWNSTREAM".
® BACKWATER VALVE SINGLE SYSTEM PER SECTION 710.0 OF THE C.P.C.
(SINGLE SYSTEM)
® BACKWATER VALVE SPLIT SYSTEM PER SECTION 710.0 OF THE C.P.C.
(SPLIT SYSTEM)
'e9p SEWER MANHOLE WITH RIM ELEVATION
SEWER LATERAL
LOT 86 WILL REQUIRE SEWER BACKWATER VALVE.
rI MMIXIDr.EVnae
FRONT 9. AND RANCHO CAUFORNW RD TO THE IM. OF
RANCHO CAUFORNW RD AND CALLE CONTENTO RD. AT
THE NW DORMER OF THE IM. 54' N. OF C/L RANCHO
XIIFORNIA RD; 4C W OF C/L CALLE CONTENRQ 28' N
OF Ed- IS' W OF FR. IS' S OF WOOD FENCE ON
KU:RIO:i{fll3!�ia�981SdNVi9"MIi:9Yiifl
I I PRECAST CONCRETE WHEEL STOP SECTION
LANDSCAPE PLANS
THESE DIAGRAMS ILLUSTRATE THE SPECIFIC
REQUIREMENTS OF THIS REGULATIONS
AND ARE
INTENDED ONLY AS AN AID FOR
BUILDING DESIGN
AND CONSTRUCTION
TAPERED
EDGES
WHERE
EXPOSED
0,2" HT
FINISH
rSURFACE
�\ FLLJH
`
PROVIDE IN
RECESSED SLAB
TYPICAL SECTION
'A —A"
0
' S TRUNCATED DOMES DETAIL
4" PERFORATED
PC
3 POP—UP DRAIN OUTLET
N.TS.
SCALE oRRo �V1pl0,yq(
E
SERA
TALAWNL s>H rnva a`
VFOF CAUfOP
N/A
11 N. D.S. 1, #90 BLACK ATRIUM
GRATE OR APPROVED EQUAL
FOR SHRUB AREAS
T.G. ELEV.6" "N.D.S." #640 BLACK 6" SQUARE
/I GRATE OR APPROVED EQUAL
(SEE PLAN) / FOR TURF AREAS
2 ADAPTOR
m 4" P.V.C. (SDR-35) RISER
a o L �4" P.V.C. (SDR-35) ELL OR TEE
> ^
4" PIPE -j INV ELEV.
PER PLAN (SEE PLAN)
NOTES:
1, ALL FITTINGS BY: NATIONAL DIVERSIFIED SALES INC. (OR EQUAL)
2550 AZURITE CIRCLE
NEWBERRY PARK, CA. 91320
2. REFER TO FINISH GRADING FOR ELEVATIONS
3. DO NOT GLUE GRATE OR RISER TO PIPE
4. GLUE: "I.P.S. WELD ON" #773 SOLVENT (MEDIUM BODIED FAST SET
FOR ABS PIPE THRU 4- 0)
2 TYPICAL 6" INLET DETAIL
N.T.S.
CONSTRUCTION NOTES & QUANTITIES - TOTAL SHEET
NO
PRECISE GRADING CONSTRUCTION NOTES
I
UNIT
1
INSTALL 12"X12" SQUARE RIDS 1212 AREA DRAIN INLET PER DETAIL SHOWN HEREON
6
EA.
2
INSTALL 6"XC SQUARE NDS 640 AREA DRAIN INLET PER DETAIL SHOWN HEREON
14
EA.
3
INSTALL 4" NOS 430 POP-UP DRAINAGE EMITTER PER DETAIL SHOWN HEREON
5
EA.
4
INSTALL 4" PVC SDR 35 DRAIN PIPE
566
L.F.
5
OMIT ONE BLOCK AT SWALE GRADE PER DETAIL SHOWN HEREON
i
EA.
6
CONSTRUCT NEW DRIVEWAY APPROACH PER CITYSTD. 207
3
EA,
7
CONSTRUCT 3" A.C. OVER COMPACTED NATIVE OR PER SOILS ENGINEER'S RECOMMENDATIONS
2,784
S.F.
8
INSTALL 2"X4" REDWOOD HEADER
201
L.F.
9
PAINT PARKING STALL STRIPING PER DETAIL SHOWN HEREON
i
EA.
10
PAINT HANDICAP PARKING STALL PER DETAIL SHOWN HEREON
i
EA.
11
INSTALL CONCRETE WHEEL STOP PER DETAIL SHOWN HEREON
6
EA.
12
INSTALL ADA ENTRY SIGN PER DETAIL SHOWN HEREON
i
EA.
13
INSTALL ACCESSIBLE PARKING SIGNS PER DETAIL SHOWN HEREON
i
EA.
14
INSTALL ADA ACCESSIBLE RESTROOM
1
EA.
15
INSTALL DETECTABLE WARNING TRUNCATED DOMES PER DETAIL SHOWN HEREON
i
EA.
16
INSTALL AND MAINTAIN TEMPORARY RESTROOM PER CASOA HANDBOOK DETAIL RAI
i
EA.
1, 1" MIN. HIGH TEXT SHALL READ AS FOLLOWS: UNAUTHORIZED
VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING
DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR
PERSONS WIN DISABILITIES WILL BE TOWED AWAY AT OWNERS EXPENSE _
TOWED VEHICLES MAY BE RECLAIMED AT RIVERSIDE COUNTY SHERIFF'S
DEPARTMENT PERRIS STATION OR BY TELEPHONING (951) 776-1099.
2, FINISHED GRADE
3. 70 SO. INCH MINIMUM ALUMINUM STANDARD HANDICAPPED PARKING SIGN
WIN IDENTIFICATION SYMBOL. BOLT TO STEEL TUBE WITH P'" CADMIUM PLATED
BOLTS, NUTS AND WASHERS
4. 2' DIAMETER GALVANIZED STEEL PIPE PAINTED ROYAL BLUE
5. 2-1/2" DIAMETER GALVANIZED PIPE SLEEVE TACK -WELD TO PIPE AS
REQUIRED.
6. 2000 PSI CONCRETE FOOTING.
ACCESSIBLE SIGNS
SEE DETAILS RIGHT
HEREON
13 ADA ACCESSIBLE PARKING SIGNS
I�
NOTED. (�)
1. BLOCK WALL & FOOLING PER CITY OF TEMECULA
FREESTANDING RUCK WALL (SEE DETAIL HEREWITH)
2 LEAVE OUT HATT A BLOCK AT SWALE GRADE
3 INSTALL 4" PVC PIPE PER PEW (WHERE OCCURS)
4, INSTALL 2-14 REBAR
WALE DRAINN AT BLOCK WALL
WHRL STOP
RQ
RKIN
I. AL PARKING STALLS SHALL BFe CLEARLY OUIDWNED ar SINGLE
STRIPING, STRIPE SHALL BE 4 WIDE AND S44LL BE PRINTED WITH
A NON REHECTORIZED WHITE PAINT.
2 WbVOKAP STALLS SNALL BE CLEARLY MAIMED WITH SIGNAGE AND
STRIPING PER ADA. REQUIREMENTS.
)@
PARKING STALL STRIPING DETAIL
S
Al INFORAIATON FOR REFERENCE ONLY
RECOMMENDED
Plans Prepared Under The Supervision Of I
ACCEPTED BY:
Date: 0511112020
MATTHEW D. MOHLER
R.C.E. No.
R.C.E. No.
DATE: 6/25/20
DATE: 6/25/20
WORKS/CITY ENGINEER
OR PERSONS
L I" MIN. HIGH TEXT SHALL READ AS FOLLOWS:
IISABWTIES
UNAUTHORIZED VEHICLES PARKED IN
)WED AWAY AT
DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING
5 EXPENSE.
DISTINGUISHING PLACARDS OR SPECIAL LICENSE
IICLES MAY BE
PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL
41MED AT
BE TOWED AWAY AT OWNERS EXPENSE. TOWED
1E COUNTY
VEHICLES MAY BE RECLAIMED AT RIVERSIDE COUNTY
DEPARTMENT
SHERIFF'S DEPARTMENT DEPARTMENT PERRIS STATION OR BY
ATION OR BY
TELEPHONING (951) 776-1099.
HONING
776-1099
2. FINISHED GRADE.
3. 70 SO. INCH MINIMUM ALUMINUM STANDARD
HANDICAPPED PARKING SIGN WITH IDENTIFICATION
SYMBOL BOLT TO STEEL TUBE WITH J" CADMIUM
PLATED BOLTS, NUTS AND WASHERS.
4. 20 DIAMETER GALVANIZED STEEL PIPE PAINTED
ROYAL BLUE
5. 2-1/2" DIAMETER GALVANIZED PIPE SLEEVE
TACK -WELD TO PIPE AS REQUIRED.
6. 2000 PSI CONCRETE FOOTING
2-11/16"
12 ADA ENTRY SIGNAGE
N.T.S.
PER ADA GUIDEBOOK FIG. 21
(SITE ENTRANCE SIGNAGE)
ALL RETAINING WALLS, PRIVACY WALLS
AND FENCES WILL BE CONSTRUCTED
PER SEPARATE PLAN AND PERMIT.
WDID # 9 33C389587 LD20-MO
BUILDING AND SAFETY
i
REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED
JCCCESS�SSAANTDD ACCESSIBILITY ONLY
APPROVED BY: 64" �"+ 6/23/20
NAME DATE
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
PRECISE GRADING PLAN
TRACT No. 37341-1 - PA 14
LOTS 83111*86 (MODEL SITE) SHEET
2:1 MAX. SLOPE 21 MAX. SLOPE
-- - r--- 1265.0 1' _
_------ -I _---------- _----- 1265.0 FIG 12637T9
- - - 1266.9 1266.0 1266.0 FG - 1% MM. 264.0 �126270WV
1266.9 1266.9 FL HP FIG - �� - - - - - - FG - - - 12644TG 12638TG FL HE
® 1
1% ;IN. �7 11263401NV 1 1262.801NV 1
266.2
-- 1265.6TG 7264 6
7265.8 I WINV
CFL IF r
- / 1265.5T 7264 601NV _
- - - - - - - FG - BROOM / 7264 601NV I FL/HP I 721I 1 11
ROOM (
I5 161a 1 6.00F5\ i�o O11266. o! 726458 � 4" STEP a
1266.56 v \ ®. FS 7264-40
VI
n
2t 66 43
Is
1.07
o� LOT 83
PADb2126 9 126,04 '
W 0ma IS
PAWpNCLOT
U�%
1. 0-9,
E------
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GB
12658
FS GB
/266.28
FS GB
1266.0E
1265. BD
a:
IS GB
FS
T'-
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1265.6
F GB
C
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R�
VI
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1.0i
Underground Service Alert
(SC..all:TOLL FREE
811OR
00-227-2600
TWO WORKING DAYS BEFORE YOU DIG
'CAUTION: Remember that the USA Center
retires only those utilities belonging to
me center. There could be other utilities
present at the work site. The center will
inform you of whom they will notify.
CONSTRUCTION RECORD DATI
Contractor
Inspector
Date Completed
N
1.82
64.45 12659
FL/HP
LOT 84 "Ize4s:
265.9 L HP S870-AR
P= 1266.0 F
FF= 12.66. 6_-1
C DROP GFF= 1266.
54.351NVO 1 YROF -D
�+ ROF
�61 p
FM o SALE 011
1266.0 �"' 126
F -I 1NVE
7rmii GFF= 1266.
S871-BR
P=1265.0 FL.
FF=1265.67
LOT 85 � I264.6
7263.2
1265.1 SEE 1
6""-DROP - Fi
GFF= 1265.
1 1263.08 e'll
I �
IINV GB I
1263.04
°j. INV/GB
�65.DE GFF= 1265.00
F264.93 L- --
'� ,44% 1
m o mI 126493IS
0 3%
NP 4.3= , al 1263.40
n 1
N � FS a
TRESS T O 01263�y1
1262401NV 1261.851N6
6 �� J
o® N
vt 1.00% ed
re; O N b
DEERGRA55 DRIVE
ALL RETAINING WALLS, PRIVACY WALLS
AND FENCES WILL BE CONSTRUCTED
PER SEPARATE PLAN AND PERMIT.
LEGEND
INDICATES NATURAL TURF
INDICATES CYN7hETTC TURF
INDICATES DECOMPOSED GRANITE WITH BINDER
INDICATES WOOD DECKING
0
INDICATES WOOD MULCH
SECTION E-E
N. T. 5.
VINYL FENCE
FS 1262.59
it INV
itn
`._____ 126444- 4
}} FS to r I} n
19649196e aer �'H'aPis7t3L
1114�AELWI:
C
2644OTO 2 S872-CL FG
i2.551W P=1264.3
as
FF=1264.97
LOT 86
?64.2F-----T 126447FS rn2
L HPE 6" DROP i �
c-F= 1264.471
11264.43FS `4 v
". 1263.78 °
126
e FS
Im W 126
og
CS CL
zw
�z
I, o
00
w
I=-
5' MIN,
pIT
z
3MIN. F.L.
L
i
g
L'< w
m
- 21MIN.
m
21
-
MAXe
PAD
2.27
P/L
i
h
R
EL.
2:1 MAX SLOPE'/ -
(HEIGHT VARIES)
`
2% MIN./209"
SECTION D-D
BY
DATE
ACC'D
BENCH MARK
SCALE
AOFESS/a
Oe pAVla N9�
4p� Py
u No. 84160 n
Em. 5/�/v
ULSIONLU BY
URAWN BY
CHLCKLU BY
RIVERSIDE COUNTY DENIGRATION: T-25-81 2 MS
DISK IN Ol CYUNDER, FROM THE INTERSECRON OF
FRONT ST. AND RANCHO CALIFORNIA RD TO THE IND. OF
RANCHO CALIFORNIA RD AND COTE CONTENT) RD. AT
THE NW CORNER OF THE INT. 54' N. OF CA RANCHO
HORIZONTAL
d
pare Under The Su Plans Pre pervision Of
q
���//_ �/��
/'r Date: OS/11/2020
AS SHOWN
CWFORNW RD; 45' W OF C/L GATT CONTENRO, 28' N
OF F.H., IS' W OF PP., IS' S OF WOOD FENCE ON
CORNER CUTBACK. SET FIBERGLASS WITNESS POST V
NORTH OF MONUMENT.
'T
s> c
9l pN1- oP`'\
fOFCAUf
AT HEW D.
MATTHEW D. MOHLER
R.C.E. No. 84160
VERTICAL
N/A
og
CD OL
zw
0 1='
�2
LL O
O�
W
�Z
N.
O
ON
w W
0
m win
L
RECOMMENDED BY: r�/rle'LAy�t�.Ld/��/y�1�� DATE: 6/25/20
ACCEPTED BY: c TVA"__ DATE: 6/25/20
PAT CK TROMPS
DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
R.C.E. No. 44223
CONSTRUCTION NOTES
INSTALL 1TX12" SQUARE NDS 1212 AREA DRAIN INLET PER DETAIL
SHOWN ON SHEET 2
02 INSTALL 6"X6" SQUARE NDS 640 AREA DRAIN INLET PER DETAIL SHOWN ON SHEET 2
Q INSTALL 4" NDS 430 POP-UP DRAINAGE EMITTER PER DETAIL SHOWN ON SHEET 2
INSTALL 4" PVC SOR 35 DRAIN PIPE
OMIT ONE BLOCK AT SWALE GRADE PER DETAIL SHOWN ON SHEET 2
CONSTRUCT NEW DRIVEWAY APPROACH PER CITY ST0 207
ENGINI RECOMMENDATIONSPACTED NATIVE OR PER SOILS
INSTALL 2"X4" REDWOOD HEADER
PAINT PARKING STALL STRIPING PER DETAIL SHOWN ON SHEET 2
10 PAINT HANDICAP PARKING STALL PER DETAIL SHOWN ON SHEET 2
11 INSTALL CONCRETE WHEEL STOP PER DETAIL SHOWN ON SHEET 2
12 INSTALL ADA ENTRY SIGN PER DETAIL SHOWN ON SHEET 2
13 INSTALL ACCESSIBLE PARKING SIGNS PER DETAIL SHOWN ON SHEET 2
14 INSTALL ADA ACCESSIBLE RESTROOM
15 INSTALL DETECTABLE WARNING TRUNCATED DOMES PER DETAIL SHOWN ON SHEET 2
16 INSTALL AND MAINTAIN TEMPORARY RESTROOM PER CASQA HANDBOOK DETAIL WM-9
LEGEND
PROPOSED 6' VINYL FENCE
PROPOSED 6'-V SPLUMP STONE MASONRY
BLOCK WALL
TEMPORARY TRAP FENCE PER LANDSCAPE
DRAWING
® T SLUMP STONE PILASTER
j PROPOSED VINYL GATE
ADA PATH OF TRAVEL
{ ADA DETECTABLE WARNING DOMES
LEOEM OF ABBREVIATIONS 81 SYMBOLS
1 T.C. TOP OF CURB � 100 EXIST. CONTOUR
F.L. FLOWLINE ELEV �100� PROP. CONTOUR
I T.G. TOP OF GRATE -- PROPERTY LINE
G.B. GRADE BREAK - -E - -E - DAYLIGHT LINE
F.G. FINISH GRADE 2% SHEET FLOW RATE
R.G. ROUGH GRADE --� CENTERLINE
F.S. FINISH SURFACE o0'2
SWALE HIGH POINT
III INVERT OF GRAIN FLOWLINE
P. PAD ELEVATION _ _ ny _ _ _ AREA DRAIN
G.F.F. GARAGE FFINISH EFLOOR [ - ] TOE OF SLOPE
- B.V.C. BEGIN VERTICAL CURVE RETAINING WALL
E.V.C. END VERTICAL CURVE « FIRE HYDRANT
P.I. POINT OF INTERSECTION Ol STREET LIGHT
E.P. EDGE OF PAVEMENT DEEPENED FOOTING
\ T.W. TOP OF WALL ELEV. OQEoG,
T.F. TOP OF FOOTING ELEV.
T.R.W..W. TOP OF REF. WALL
ELEV ® WATER METER
D.F. DEEPENED FOOTING
T.E. THICKENED EDGE TRAP FENCE
T.S. TOP OF STAIR ELEV THICKENED EDGE
B.S. BOTTOM OF STAIR ELEV.
L. LENGTH
DWY. DRIVEWAY
N.T.S. NOT SCALE
P.U.E. PUBLIC
UTILITY EASEMENT T
10 5 0 10 20
GRAPHIC SCALE: 1"=10'
TR 37341-1
PA 14
Woodside Homes
Plan No. Per
HPR PA19-1016
Richmond American
Plan No. Per
MOD PA20-0494
Richmond American
Plan Name Per
MOD PA20-0494
PLAN
1
S870
Felicity
PLAN
2
S871
Felix
PLAN
3
S872
Finch
WDID # 9 33C389587
LD20-MO
BUILDING AND SAFETY
REVIEWED FOR COMPLIANCE WITH TITLE 24
DISABLED
JCCCE/SSSSyANDD ACCESSIBILITY ONLY
APPROVED BY: 6 �"'ND+
6/23/20
NAME
DATE
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
PRECISE GRADING PLAN
No. 37341-1 - PA 14
B84DTRACT
LOTS 83-86 (MODEL SITE)
a
SHEET 3 OF -