HomeMy WebLinkAboutTract Map 37341-4 Lots 5 - 8LAND DEVELOPMENT GRADING NOTES-TEMECULA PUBLIC WORKS DEPARTMENT
1. STANDARDS. ALL CONSRUCTION 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 CONSTRUCTION MANUAL. ALL APPLICABLE STANDRDS THE LATEST EDITION OF THE CALIFORN14
BUILDING CODE (APPENDIX J) AND, IF APPLICABLE THE STATE WATER RESOURCES CONTROL BOARD (SWITCH) NATIONAL
POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR CONSTRUCTION AC71VMES.
2. PERMIT REQUIREMENTS A GRADING PERMIT WILL BE OBTAINED PRIOR TO COMMENCEMDC OF ANY WORK ON THE SITE
3. NOTFC47IONS PUBLIC WORKS INSPECTION SML BE NOTIFIED VA EVAN. AT LD/NSPECTIONS07EMEC0004.GOV AT LEAST
TWO (2) BUSINESS DAYS IN ADVANCE OF BEGINNING ANY CONSPIUCRON/GRADING OPERATIONS
4. SOILS ALL CONSTRUCBON/GRADING ACTIVITIES SHALL BE DONE /N CONFORMANCE WITH RECOMMENDA7IONS OF ME
PRELIMINARY SOILS INVESIMRON BY BY LUGHION AND ASSOCIATES. INC, SOMMERS BEND RESIDENTIAL DEVELOPMENT
(ROR/PAUGHI RANCH), TRACT 37341-4 (PA I&I LOTS 1-45, TEMECULA CALIFORNIA- DATED SEPTEMBER 26, 2019 AND
ALL ADDENDA
5. CUT/RLL
A MAXIMUM CUT AND FILL SLOPES SFMU BE 1:1, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER, AND SHALL
COMPLY WITH THE RECOMMENDATIONS OF THE SOILS REPORT. FELL SLOPES SHALL NOT HAVE LESS THAN 90% RELA77VE
COMPACTION OUT TO THE FINISH SURFACE.
B. FILL MATERIAL SHALL NOT BE PLACED ON EXIS77NG GROUND UM77L 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 /HATNE SON, AS DIRECTED BY THE
GEOTECHNCAL 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 VERr7CAL HEIGHT
D. ALL GRADING SHALL BE DONE UNDER 774E SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR
GEOLOGIST, WHO SHALL SUBMIT TWO SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1) IN DEPTH HAVE
BEEN PROPERLY PLACED.
6. DRAINAGE
A AS APPLICABLE PROVIDE CONCRETE BROW DITCHES 70 CONVEY 100-YE4R 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 CON57RLCTED
PER THE APPROVED PLANS.
B. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR
NATURAL WATER COURSES STALL 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 MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PR07ECT ADJOINING
PROPERTIES DURING THE GRADING PROJECT.
E DRAINAGE EASEMENTS SHALL BE KEPT CLEW OF ALL OBSTRUCTIONS NO BUILDING OR WALLS STALL BE PLACED WITHIN
THE UMIT S OF EASEMENTS.
F. THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHALL BE A ONE-HALF PERCENT (0.5X).
7. PROPERTY CORNERS. ALL PROPERTY CORNERS SHALL BE 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 BE REQUESTED VIA EMAIL TO THE PUBLIC
WORKS DEPARTMENT AT LDINSPEC77ONS07EMECULAC&GOV AT LEAST TWO (2) BUSINESS DAYS IN ADVANCE (PLEASE INCLUDE
YOUR PERMIT I IN THE SUBJECT LANE ).
SUBMIT THE FOLLOWING•
A ONE (I) PAD ELEVATION CERRRCATION (LE, ROUGH GRADE) 70 INCLUDE A STATEMENT THAT THE PAD ELEVATION
COMPUES WITH THE APPROVED GRADING PUN CMRC477ON SHALL BE TO UNE, GR40E, ELEVATION AND LOC477ON OF
CUT/FILL SLOPES.
B. ONE (1) PAD COMPACTION CERTIFICATION (I.E, RNA GEOTECHNICAvsms REPORT) TO INCLUDE A STATEMENT THAT THE
GRADING COMPLIES WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
9. FINAL INSPECTION PRIOR TO OCCUPANCY. REFER TO THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL
IT POST GRADING ACTIVITIES . POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING WHERE
APPLICABLE: GROUNDCOWR, TREES, SHRUBS OR A COMBINATION 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 (UPI
11. OTHER CONSTRUC71M NOTES. REFER TO SEPARATE N07ES FOR "RAVING" "GENERA" AND "EROSION AND SEDIMENT
CONTROL" REQUIREMENTS.
Underground Service Alert
Call: TOLL FREE
9•
r
811 OR
II
1.800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
"CAUTION':
Remember that the USA Conte,
naLLes only
those utilities belonging to
the center
There could be atge, Ltihtes
ent at
mew s'te. - enter w�l
no
�rro�
r wnoin n y got y.
CONSTRUCTION RECORD
DATA
Contractor—
Inspector —
Date Completed
EARTHWORKQUANTITIES
225 YD CUT - YD RLL 225 YD EXPORT
AREA SUMMARY.
GROSS ACREAGE = 0.41 AC
DISTURBED ACREAGE = 0.41 AC
PREPARED POP:
mqmq�p
AMERICAN HOMES
YI N. VJu 9Gxt
c ,s, iwe.�° 92mo
` (9slj Sa6-4113
BY
(1 T Y OF TEMECULA
TRACT NO. 37341-4
PRECISE GRADING PLAN
MODEL HOMES - LOTS 5-8
+
LOT 47 1
38 39 40 41 42 ' 43
36 37 - �-
34 35
2A \ ` 32 33
1 30 \` 37
9� 29 +` \ VERgEN
I 27 28
yy/
A
3 / =
15 16
4 12
�,:
13 14
\ ``
11
10 `
9
I,OT A° LOT 22
TRACT NO. 37368
\ i SHEET 3
PREPARED BY.•
®HUNSAKER & ASSOCIATES
I R V I N E, I N C.
PUNNING • ENGINEERING • SURVEYING
Tina H,gw . Im., a 9MY . PH EWO sethOV . M "I s9sms9
DATE IACC•DI BENCH MARK
ST. AND RANCHO CO TORMI RD TO THE IM. OF
I CNIFORNIA RD AND CO LE CONTENT) RD, AT
Y CORNER OF THE INT. 547 N. OF C/L RANCHO
iNW RD: 45' W OF C/L CADE CONFINED, M. N
.. 1.5' W OF P.P.. IS' S OF NOD FENCE ON
1 CUTHICK. SET HHUCLASS WITNESS POST 1
SHEET INDEX
SHEET 1 TIRE SHEET
SHEET 2 ADDITIONAL NOTES & DETAILS
SHEET 3 PRECISE GRADING
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) 467-2648
RICHMONDAMERIGW 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, CA 92590
(951) 296-0530
1 I 20 ! 21 III 22 23 24 I 25 ,' 26
171118 `1119 � I I .-- .-
45
44
SOM-'
yMERs
LOT 23 \
TRACT NO. 37368
INDEX MAP
SCALE 1" = 100'
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").
BASIS OF BEARINGS:
THE CALIFORNIA COORDINATE SYSTEM, NAG 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. N 2853'23' E)
LEGAL DESCRIPTION:
BEING IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF C4UFORNA, L075 5-8 OF TRACT Mills
NO. 37341-4 BLED IN BOOK 471, PAGES 33 THROUGH 39 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 GEOTECHNICAL REPORT PREPARED BY LEIGHTON AND
ASSOCATES, INC. ENTITLED "AS -GRADED GEOTECHNICAL REPORT OF SOMMERS BEND RESIDENTIAL
DEVELOPMENT (RORIPAUGH RANCH), TRACT 37341-4 (PA 166) LOTS
1-45, TEMECULA CALIFORNIA- DATED
SEPTEMBER 26, 2019.
/j
F,yG
,. //
Sc�VONAI
I S4j/O yRP
y
Q�04F'yAAON
SIGNED
2641
2641 9012021
`9•cP0 I� 3
92�,, TECHN
R.G.E. NO. EXPIRATION DATE
OR2
OF CAVE
5/2812020
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 eR.C.E.
NULJNIILU OI URAWN OI I,Mt_t,NLU OI
9�ecPlans Prepared Under The Supervision Of
+ i Dace: 04/27/2020
�,eMATTHEW D. MOHLER
� R.C.E. No. 84160
RECOMMENDED BY: Ly III" -DATE: 6/19/20
ACCEPTED BY: DATE: 6/19/20
PA ICK THOMAS
DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
R.C.E. No.
S/
TOWNSHIP ' RANGE WEST
VICINITYMAP
N. T. S.
LEGEND OF ABBREVIATIONS 81 SY�OLS
SECTION 21
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
DAYLIGHT LINE
F.G.
FINISH GRADE
2Z
SHEET FLOW RATE
R.G.
ROUGH GRADE
CENTERLINE
F.S.
FINISH SURFACE
e
SWALE HIGH POINT
INV.
INVERT OF DRAIN
FLOWLINE
P.
PAD ELEVATION
n
AREA DRAIN
F.F.
FINISH LEV.
FFINISHEFLOOR
__-
TOP OF SLOPE
G.F.F.
GARAGE
[
TOE OF SLOPE
B.V.C.
BEGIN VERTICAL CURVE
_
RETAINING WALL
E.V.C.
END VERTICAL CURVE
FIRE HYDRANT
P.I.
POINT OF INTERSECTION
Q, 0
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 REF. WALL ELEV
®
WATER METER
D.F.
DEEPENED FOOTING
L.
LENGTH
TRAP FENCE
DAY, 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 C40FORNIA
OR NATIONAL ENDAGERED SPECIES ACT.
YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRATE CLEARANCES FROM THESE AGENCIES PRIOR TO
ANY SITE DISTURBANCE OR GRADING.
NOTICE TO CONTRACTORS
OF
1LR[R]/3
"IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES,
OR ANY AR77FAC75 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 AL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE
AFFECTED AREA TO IMMEDIATELY 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 SPECIALIST 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/CULTURA RESOURCE, THE DIRECTOR OF
PLANNING SHALL NOTIFY 7HE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE
RESUMPTION 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 PLANNING DIRECTOR."
WDID # 9 33089587 LD20.0813
BUILDING AND SAFETY
REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED
ACCESS AND ACCESSIBILITY ONLY
APPROVED BY. a 6/19/20
NAME DATE
CITY OF TEMECULA Drawing No.
DEPARTMENT OF PUBLIC WORKS
PRECISE GRADING PLAN
TRACT No. 37341m4 m PA16B
LOTS 5m8 (MODEL SITE)
O
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
CONSIDERING ME SITE CONDITIONS
INCLUDING THE SOIL AND THE CUAINUE
THE PROPOSED SITE DRAINAGE SLOPES
SI/ALL BE SATISFACTORY AND DO NOT
WARRANT ME MORE CONSETIARVE
REQUIREMENTS OF ME BUILDING CODE.
R/W
� x
n
1/4•PER 1'
n
FIG. NO. 2
NOTE 3.1 SLOPE PERMITTED TO BEGIN AT RIW
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
TO' OR LESS, & ME EXTRA DEPTH
OF FOODNG IS SHOWN ON THE
GRADING & STRUCTURAL PLANS.
3. IN NO CASE SHALL ME SWALE
FLOWUNE BE LOWER THAN ME
BOTTOM OF FOOTING WHITHIN
5' FROM BLDG. ONE.
4, PROVIDE 5' WIDE BY I' HIGH BERM
OR EQUIVALENT ALONG THE TOP OF
ALL FILL SLOPES OVER 5' HIGH.
"MD.S." #1290 BLACK ATRIUM
GRATE OR APPROVED EQUAL
TAPER LANDSCAPE TOPING MATERIAL
CH, ROCK.....)
4LET AS SHOWN
" EXCEPT BERMS LESS MAN I' HIGH
MAY BE CONSTRUCTED AT 1 1/2 TO 1
SECTION "A - A"
NTS
z,r mn.rmn mn...
" EXCEPT BERMS LESS THAN 1' HIGH
MAY BE corNsraucrED AT TO I SECTION "8 - 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 ME ROW OF DRAINAGE
AWAY FROM ME FOUNDATION
nNISH FLGOR
PAD 1=_ PROPOSED WALKWAY
23
IN GROUND PLANTER DETAIL
NITS
Underground Service Alert
Call: TOLL FREE
811 OR
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
pformt m toff wn m th . wiiil notiiar wlu
ou o y h o y.
CONSTRUCTION RECORD DAT[
Contractor.
Inspector
Date Completed
NTS
P.L.
SECTION sic- C"
TYPICAL REARYARD GRADING
3'
SWALE 19 MIN.
1 z'
(SEE PLAN)
SPEED-O-TUFF GRATE
NITS. No. 1212 GREEN)
OR APPROVED EQ AL
COMPACTED SURFACE
PER PLAN
GRATE HOUSING
�I REDUCER ADAPTER N.D.S. No. 1221
a i OR APPROVED EQUAL
PIPE RISER L ALL FINING BY. NATIONAL DIVERSIFIED SALES INC OR EpUA.
¢ o PLASTIC TEE 2550 AZURITE CIRCLE ( )
NMURY PARK, CA 91310
VARY .5 MIN. 2 REFER TO BUSH GRADING
4" PVC SCH 40 IN ELEV. 3 DO NOT GLUE GRATE OR RISER TO PIPE
PER PLAN (NEED TO BE ABLE TO RE110VE FOR MAINTENANCE PURPOSES)
(SEE PLAN) 4 GLUE.. Q.P.S. WELD OAF 1 773 SOLVENT (MEDIUM BODIED FAST SET
FOR ASS PIPE HRU 6" I
NOTE DO NOT GLUE GRATE OR RISER TO PIPE. 5, WHEN MIT DEPTH REQUIRED IS Y, USE ONE G7 ELL
(NEED TO BE ABLE TO REMOVE FOR MAINTENANCE PURPOSES.)
12" SQUARE INLET DETAIL
/ N.T.S.
TRUNCATED DOME
COLOR &TYPE
CURB
RAMP
PER SEPARATE
LANDSCAPE PLANS
THESE DIAGRAMS ILLUSTRATE THE SPECIFIC
REQUIREMENTS OF THIS REGULATIONS AND ARE
0
Q
Q
INTENDED ONLY AS AN AID FOR
BUILDING DESIGN
AND CONSTRUCTION
2.35"
Q
APART
TAPERED
o Z
EDGES
WHERE
EXPOSED
1
ooa
0.7 HT.
1 67,
SORFA
SURFACE
¢
i FLUSH
APPROX.
0.45
PROV/DE /N
2.35
AT
RECESSED SLAB
APART
0.9"
TYPICAL SECTION
A -A"
_ ._. _
..
-..AT
L
TRUNCATED DOMES DETAIL
EDGE OF PARKING LOT-,
> PRE-GST BUMPER CURB
N
518" 9
STEEL PIN
11 N.D.S." If 0 BLACK ATRIUM
GRATE OR APPROVED EQUAL
FOR SHRUB AREAS
T.G. El 6" "N.D.S." #640 BLACK 6" SQUARE
/GRATE OR APPROVED EQUAL
(SEE PLAN) / FOR TURF AREAS
2 ADAPTOR
M i 4" P.V.C. (SDR-35) RISER
4" P.V.C. (SDR-35) ELL OR TEE
I
4" PIPE � INV. ELEV.
PER PLAN (SEE PLAN)
ND3E5`
1. ALL FITTINGS BY NATIONAL DIVERSIFIED SALES INC. (OR EQUAL)
2550 AZURITE CIRCLE
NEWBERRY PARK, CA, 91320
2. REFER TO FINISH GRADING FOR ELEVATIONS
J. DO NOT GLUE GRATE OR RISER TO PIPE
4. GLUE: "I.P.S. WELD ON" #773 SOLVENT (MEDIUM BODIED FAST SET
FOR ATYPICAL4 6" INLET DETAIL
2
MINIMUM
2-11�16"
CONSTRUCTION NOTES & QUANTITIES - TOTAL SHEET
NO
PRECISE GRADING CONSTRUCTION NOTES
OTY
UNIT
1
INSTALL IYX12" SQUARE KIDS 1212 AREA DRAIN INLET PER DETAIL SHOWN HEREON
6
EA.
2
INSTALL 6"XC SQUARE NOS 640 AREA DRAIN INLET PER DETAIL SHOWN HEREON
72
EA,
3
INSTALL 4" NDS 430 POP-UP DRAINAGE EMITTER PER DETAIL SHOWN HEREON
7
EA.
4
INSTALL 4" PVC SDR 35 DRAIN PIPE
665
L.F.
5
OMIT ONE BLOCK AT SWALE GRADE PER DETAIL SHOWN HEREON
6
EA.
6
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 207
4
EA,
7
CONSTRUCT 3" A.C. OVER COMPACTED NATIVE OR PER SOILS ENGINEER'S RECOMMENDATIONS
3,854
S.F.
8
INSTALL 2"X4" REDWOOD HEADER
256
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
8
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
T
EA.
15
INSTALL DETECTABLE WARNING TRUNCATED DOMES PER DETAIL SHOWN HEREON
i
EA.
16
INSTALL AND MAINTAIN TEMPORARY RESTROOM PER CASOA HANDBOOK DETAIL WM-9
i
EA.
1, i'TMIN. HIGH TEXT SHALL READ AS FOLLOWS: UNAUTHORIZED
VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING
DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR
PERSONS WITH 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. FlNISHED GRADE.
3. 70 SQ. INCH MINIMUM ALUMINUM STANDARD HANDICAPPED PARKING SIGN
WITH IDENTIFICATION SYMBOL. BOLT TO STEEL TUBE WITH q'" 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
ADA ACCESSIBLE PARKING SIGNS
\I J
18' LONG
4' PLAN
IN -GROUND UTILITY HOUSINGS ELEVATION
(WATER METER, CABLE W ETC.)
TO BE INSTALLED FLUSH TO ALLOW
UN -OBSTRUCTED DRAINAGE
SOD F u= SHALL BE INS
RUSH WITH )IWAL£ TO ALLOWTALLED
UN-OBSTRUCTEDDRAINAGE
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)
'fib SEWER MANHOLE WITH RIM ELEVATION
SEWER LATERAL
NONE OF THE LOTS ON THIS PLAN WILL REQUIRE SEWER BACKWATER VALVE.
I:I UZU>f GDItlIEI �:3[NIrL1:39
FRONT 9. AND RANCHO CAl1FORNW RD TO THE IM. OF
RANCHO CAl1FORNW RD AND CALLE CONTENTO RD. AT
THE NW CORNER OF THE IM. 54' N. OF C/L RANCHO
XIIFORNIA RD; 45' W OF C/L CALIE CONTENRQ 28' N
OF FH.. IS' W OF PP.. IS' S OF WOOD FENCE ON
KUslli{Ill3!�ia�981Sd� Vi9"MIi:9Yiifl
6-TOP OF PAVEMENT
4'•
2 f/4 BARS CONT. 518" 0 STEEL PIN
18" LONG
" PRECAST CONCRETE WHEEL STOP SECTION
4" PERFORATED
PVC
3 POP-UP DRAIN OUTLET
Is.
SCALE
pAu,oloIVv�
oeRO
`��
)RIZONTAL
tip
AS NOTED
u
No. 84160
ExP. 9/JO/21
m
y
/ERTICAL
s>N rnva a`
VFOF
CAUfOP
N/A
IIIIIIIIIIII,
IIIIIII�I�
!NTT
NOTES: v `(1)
1. BLOCK WALL & FOOTING PER CITY OF HWICUTA
FREESTANDING BLOCK WALL (SR DETAIL HEREWITH)
2. LEAVE OUT HALF A BLOCK AT SWALE GRADE
J. INSTALL 4' PVC PIPE PER PLAN (WHERE OCCURS)
4. INSTALL 2-14 REBAR
Jr WALE DRAIN AT BLOCK WALL
N.TS
WHER STOP
s
c0
RKIN
I. ALL PARKING STALLS SHALL B{ CLEARLY OUTLINED WTH SINGLE
STRIPING. STRIPE SKILL BE 4 WIDE AND SHALL BE PANTED WIN
A NON REFLECTMIZED WHITE PAINT.
2. HANDMAP STALLS SHALL BE CLEARLY MARKED WTH SIGNAGE AND
STRIPING PER ADA, REOUIREMENTS.
9 PARKING STALL STRIPING DETAIL
s
Al INFORMATION FOR REFERENCE ONLY
ALL RETAINING WALLS, PRIVACY WALLS
AND FENCES WILL BE CONSTRUCTED
PER SEPARATE PLAN AND PERMIT.
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
HIDES 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
SHERIFFDEPARTMENT PERRIS STATION OR BY
'S
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 3" 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"
ADA ENTRY SIGNAGE
N.T.S.
PER ADA GUIDEBOOK FIG. 21
(SITE ENTRANCE SIGNAGE)
WDID # 9 33C389587 LD2"13
BUILDING AND SAFETY
REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED
ACCESS AND ACCESSIBILITY ONLY
APPROVED BY: lyl 6/19/20
NAME DATE
RECOMMENDED BY: 1I MAI DATE: 6/19/20 CITY OF T E M E C U LA
Plans Prepared Under The Supervision Of
ACCEPTED BY: DATE: 6/19/20
/'2am1//i �u4nsui Dale: 04/27/2020 PA ICK THOMAS
MATTHEW D. MOHLER DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
R.C.E. No.
R.C.E. No. 44223
DEPARTMENT OF PUBLIC WORKS I Drawing No.
PRECISE GRADING PLAN
TRACT No. 37341-4 - PA16B
LOTS 5-8 (MODEL SITE)
2 OF-3- 3 U
°
- - - - - MAX.- - - - - - - - - - - - - - - - - - - - -
2:1 MAX. SLOPE LOT 46 2:1 AXSLOPE 1272.56.4 9nnT .__. _ 1v7as
276.0
_-__--_-- _-_---_1270.8 TW/2Z00
F.C.- FG - - -
52.61' 70399999p ggggggppp p88H1
7270.63 �..�532 R _
1270.8 1269 51G 19, MIN 1269.8 12
F.G. 1614 sle� ° o FL HP LJ7
smooM _ 7268501NV� �
1270.44 127057 . I
ITS
7270.68
S I'
1270.39 yY "
s -
}P
n
F5 I II es� Dn•1n�'--
I I CiCNCREFE PAVERS_
n I 11 ❑ ��� 1270.15
L0% 7.0% �. j I O F.S.
1270.0 1270.15 O 12FS
FS
1269.9 0}
IFL HP N
I{ a�4 z 1270.34FS
a T Z 1270.50 zz MIN. 4" DROP
2 LOT 7
LOT 1
MULCH PAD=1D0.6 I • 5873-CL � ����.
SALE OFFICE P= 1270.0
PARKING LOT FF_ 1270.67
N �
Ii 1270 i7FS I 1270.03 a I MIN 26g 9 V"DROP
. I r FF=1770. fi 11
I
18' lI 1270.07FS
24' a 1" DROP
I
I 1 SALE )FACE o1 1
13 I 5 I
to I• 1269.7TG 2
1.07 1269.7TG '1'0% ❑ 7268.07INV
1.0% 2 1268.701NV j
z 126 .82 1 I
a • o� � 14GFF=1270.00;
° 1603
TO 77 is FS 12�
12'126983 GB z4`oFS oto Lou +w a
a °3 575"R 126958 1269J2 ;y 12 9.81 TS e
FS/GB FS 126722 12 38BS - 5®4.5"R
INV/GI p 1269.76TS
�I I 726 I3 /267.88B5
Vo
11 2 11
52.40'
/I
1.05%
Underground Service Alert
Call: TOLL FREE
811 OR
1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
'CAUTION: Remember that the USA Center
noddles only those utilities belonging to
me center. There could be other utilities
present at the woru site. The center will
inform you of whom they will notify.
CONSTRUCTION RECORD DATI
Contractor
Inspector
Date Completed
LEGEND
O
INDICATES NATURAL TURF
INDICATES CYN7XEIIC TURF
INDICATES DECOMPOSED GRANITE WITH BINDER
INDICATES WOOD DECKING
0
INDICATES WOOD MULCH
BY I IDATE
127111
-1268.5-------_L_�--__
6 r - -
�
72682 IX
L
_12679TG 1W000 OEXINGJ F
1266 01NV�
m
SmME➢C TURF
I SYNTHETIC TURF
1268'5 12685 1268.53
III FL HP 2% FG LOT 6 FB
I 4 MIN..
12% I S875-BL
M'"�I�r' I'I _� P= 1268.5
llr !ail " FF= 1269.17
W
OWO
m
SOW
Z
5'Ad
3' MIN. I
P- Vol
W 2D O ti m
29M/N
do e2:1
:3�[N7rL\39
RANCHO CALIFORNIA RD AND CALIF CONTENT) RD. AT
THE NW CORNER OF THE INT. 54' N. OF CA RANCHO
CW FORNW RD; 45' W OF CIL CALL CONTORT, C& N
OF F.H.. IS' W OF P.P.. 15' S OF WOOD FENCE ON
01214mom lrlti�llIT:113dktti".D I*diliSit
IThlig
ILA
�^ MULCH I I 126867FS
29 6" DROP
I II MIN. 11 L____
III 68.4I,GFF- 1268.67
- 1�
F
N
I
I
100'GFF=
16861IS
1268.11BS
1268.50
El
"rl El El
III m.
N
P/L
2..1 MAX. SLOPE-'/ v
(HE/CANT VARIES) V
29 MIN./2. f MAX.
29,
o
N %
EL.
CONCRETE PAVERS
7
\��F66
CSYNT C TURF �-
0
4" DROP
(v
1266.54
ES
zsssa
PA710
FS
G LOT 5
g
1266.3 I
=27
1 " HP j S876-AL
MIN.1
P= 1266.4
1 1266.2TG 2
UULSH
1 1264.88INV FF= 12 6 7.0 7
11 1266.0
11266.3 1266.57FS 2 1
6" DROP
2%
MIN,
FF= 1266.57
1266.46F5
1" DROP
I
of 126t
j FL/F
❑
❑
0.0,
GFF= 12LL66.40 D.F.12gE74FS
❑
❑
2®J"R 4" OROP
❑
12 !71S
hn Ito. ES"",I. �1
Hill
SCALE QeoFEss/oN ucoloncu 01 LlcrArvry 01 l.nwncu of
�O DAMID 9�
OR ZONTAL :p Py Plans Prepared Under The Sopervlsion Of
No. 84160 z
AS NOTED � E,p, y7yp7sl a Date: 04/27/2020
VERTICAL s>q C1V11 �< MATTHEW D. MOHLER
N/A lforcAUfaP R.C.E. No. 84160
NOTES
1 INSTALL 12"X72" SQUARE NOS 1212 AREA DRAIN INLET PER DETAIL
SHOWN ON SHEET 2
INSTALL 6"X6' SQUARE NOS 640 AREA DRAIN INLET PER DETAIL SHOWN ON SHEET 2
I ^INSTALL 4" NOS 430 POP-UP DRAINAGE EMITTER PER DETAIL SHOWN ON SHEET 2
l)F_ INSTALL 4" PVC SDR 35 DRAIN PIPE
I (D- OMIT ONE BLOCK AT SWALE GRADE PER DETAIL SHOWN ON SHEET 2
6 CONSTRUCT NEW DRIVEWAY
07
1 ROACH PER 1260,89 ENGINEER'S RECOMMENDATIONS O STD. SOILS
CONSTRUCT 3" A C OVER COMPACTED NATIVEEOR PER SOILS
TC �INSTALL 2"X4" REDWOOD HEADER
Ll PAINT PARKING STALL STRIPING PER DETAIL SHOWN ON SHEET 2
70 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
I4 INSTALL ADA ACCESSIBLE RESTROOM
I5 INSTALL DETECTABLE WARNING TRUNCATED DOMES PER DETAIL SHOWN ON SHEET 2
16 INSTALL AND MAINTAIN TEMPORARY RESTROOM PER CASQA HANDBOOK DETAIL WM-9
22'
LEGEND
32' o130 0000000oo PROPOSED 6 SLUMP STONE MASONRY THEME WALL
�- .. PROPOSED 6 VINYL FENCE
PROPOSED V SPLUMP STONE MASONRY
NEIGHBORHOOD WALL
W TEMPORARY TRAP FENCE PER LANDSCAPE DRAWING
RETAINING WALL
® PILASTER
n PROPOSED VINYL GATE
won ADA PATH OF TRAVEL
V ADA DETECTABLE WARNING DOMES
dodo
ly LEOEM OF ABBREVIATIONS & SYMBOLS
OT.C. TOP OF CURB � 100 � EXIST. CONTOUR
1261.68 F.L. FLOWLINE ELEV. �10I PROP. CONTOUR
TC T.G. TOP OF GRATE ---- PROPERTY LINE
G.B. GRADE BREAK - 1 - �L - DAYLIGHT LINE
F.G. FINISH GRADE 27 SHEET FLOW RATE
R.G. ROUGH GRADE --� CENTERLINE
F.S. FINISH SURFACE o'P
_ �o - SWALE HIGH POINT
INV. INVERT OF DRAIN FLOWLINE
P. PAD ELEVATION o __ AREA DRAIN
FF FINISH FLOOR ELEV. TOP OF SLOPE
- ] TOE OF SLOPE
G.F.F. GARAGE FINISH FLOOR
B.V.C. BEGIN VERTICAL CURVE RETAINING WALL
E.V.C. END VERTICAL CURVE FIRE HYDRANT
P.I. POINT OF INTERSECTION tl_� STREET LIGHT
E.P. EDGE OF PAVEMENT DEEPENED FOOTING
TW. TOP OF WALL ELEV. oag ooy
T.F. TOP OF FOOTING ELEV.
T.R.W. TOP OF PET. WALL ELEV ® WATER METER
D.F. DEEPENED FOOTING
T.S. TOP OF STAIR ELEV. TRAP FENCE
B.S. BOTTOM OF STAIR ELEV.
L. LENGTH
DWY. DRIVEWAY
N.T.S. NOT TO SCALE
P.U.E. PUBLIC UTILITY EASEMENT
O
OQ
ALL RETAINING WALLS, PRIVACY WALLS
AND FENCES WILL BE CONSTRUCTED
PER SEPARATE PLAN AND PERMIT.
10 s 0 10 20
LLJ
I
IIBQ
C'\�
r,
TR 37341-4
PA 16B
Woodside Homes
Plan No. Per
HPR PA19-1018
Richmond American
Plan No. Per
MOD PA20-0495
Richmond American
Plan Name Per
MOD PA20-0495
PLAN
1
S873
Abbot
PLAN
2
S874
Adamson
PLAN
3
S875
Alma
PLAN
4
S876
Alsbury
GRAPHIC SCALE: 1"=10'
WDID # 9 33089587 W20-0613
BUILDING AND SAFETY
REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED
ACCESS AND ACCESSIBILITY ONLY
APPROVED BY uSALAdwildl 6/19/20
NAME DATE
RECOMMENDED BY: DATE: 6/19/20 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No.
MONOSSON
ACCEPTED BY: DATE: 6/19/20 PRECISE GRADING PLAN
PA ICK THTO
DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ow
TRACT No. 37341=4 wooPA16B
R.C.E. No. 44223 LOTS 5-8 (MODEL SITE) SHEET 3 DF 3