HomeMy WebLinkAboutLot 1-6,67-68 Precise Grading GRADING NOTES
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE.
ADDENDIX CHAPTER 33 AS AMENDED BY 'ORDINANCE 457.
PRECISE G RADING PLANS
2 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% K
.
IF CUT OR FILL IS LESS THAN 10' , 2% IF CUT OR FILL IS GREATER TRACT NO ■
TEMECULA GREE
a.
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.
• 3. MAXIMUM CUT AND FILL SLOPE � 2: 1 .
4. PROVIDE ;5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG' THE TOP
VM1EY
OF ALL FILL. SLOPES OVER 5' HIGH. "
COUN Y 0
v
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A IV RSID CALIF NIA'
COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL
. � � STH
HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL -�-
. COMPACTION REPORT FOR ALL FILL OVER 1 ' DEEP. •
. 6. A SUITABLY QUALIFIED. AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE - � e,
PROJECT
BUILDING AND SAFETY Y
23065 4
PF1 kSE 7
R E
0
E DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF
o)N
SITE
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO `.�.
REQUESTING
. INSPECTION ANO ISSUANCE OF THE BUILDING PERMIT.
SHALL INCLUDE LINE GRADE " ELEVAT D
, AND LOCATION OF CUT FILL SLOPES. � ■ � � � �
7. PROVIDE A BROW DITCH, DESIGNED To HAN7LE" 100 YR. Q STORM � r ■
r FLOWS, ALONG TOP CUT OF SLOPE. _ ~
VICINITY MAP
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS NOT TO SCALE
GREATER THAN ONE FOOT. � r
TOWNSi-I I P SOUTH RANGE 1MEST SECTION
9. ALL GRADING SHALL .BE DONE IN CONFORMANCE WITH 11-101
RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION LEGEND
BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE STORM DRAIN
. FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING
- S.D. ACCESS RAMP
AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION
LOW POINT L.P.
LOT NUMBERry
DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS TOP OF SLOPE T.S.
BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
SITE INVESTIGATION REPORT. � "
,� GRADE BREAK G.B. INDICATES LOT NUMBER 32
2 LANDSCAPE DEVELOPMENT L.D.Z. INDICATES UNIT TYPE 1L
10 THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY o 3 (L=LEFT GARAGE, R=R I GHT GARAGE)
DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT ��� T
RIGHT OF WAY R/W INDICATES FINISH FLOOR ELEVATION FF=1173.0
GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED
EDGE OF PAVEMENT ' E.O.P. INDICATES PAD ELEVATION PE=1172.5
PRIOR. TO, BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. '' 4
WATER BLOW-OFF
TOP OF CURB
OOOO.00
• 11 . CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL F•EIGHT -
T.C. THIS LOT REQUIRES A BACKWATER VALVE
PER SECT. 409 OF U.P.C . PER APPROVED
AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL Flow LINE F.L. B rr
HEIGHT MALL BE PLANTED WITH GRASS OR GROUND COVER TO
WATER AND SEWER PLANS. ( SEE INDEX MAP )
.PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN � H
IGH POINT H.P. TRACT BOUNDARY
ACCORDANCE WITH ORDINANCE NO, . 457 PRIOR TO THE APPROVAL
loe FINISHED GRADE F.G. EXISTING CONTOUR (14 30)---'
OF FINAL INSPECTION. ��
JON WILLIAM
12. NO FILL SHALL BE PLACED OWN EXISTING GROUND UNTIL THE GRA 5 - - -r FINISHED SURFACE F.S. STORM DRAIN & CATCH BASIN
HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER
40 0 40 80 120 2: 1 SLOPE
DELETERIOUS MATERIAL. / GARAGE FLOOR GF 0000.0
CUT-FILL - --iF-- - �� --
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE Gf�APHIC SCALE /
FINISHED FLOOR FF 0000.0 I
PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM
NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE WATER SERVICE W AIR RELEASE VALVE
APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT
OF. FILL MATERIAL.
SEWER SERVICE S FIRE HYDRANT
CONSTRUCTION NOTES & QUANTITY ESTIMATE
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION INDICATES AMOUNT OF DRIVEWAY
OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE NO. QUANTITY UNIT
s EXTRA DEPTH FOOTING
CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND (D-,LOT GRADING (8 LOTS x 50 C.Y. 400 C � STREET HT
-IN
) E LIG
DAMAGE TO ADJACENT PROPERTIES. .
, 67 SLOPE I I
EXTRA DEPTH FOOTING L �
15-. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED
50' '
METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM-10) . 5
0 50 50
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST
CONT I NUE To FUNCT I oN, ESPECIALLY DURING STORM COND I T I ONS. PROTECTIVE GRADING NOTES ( CONT .
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT I
24. EROSION CONTROL.: ALL GRADED SLOPES SHALL BE PLANTED WITH E
ADJOINING PROPERTIES DURING GRADING OPERATIONS, a
ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED INDEX MAP PLAN 1 PLAN 2 PLAN 3 � PLAN 4
GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION w � � �
17. . STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TO GROUND COVER, SHALL BE PLANTED WITH APPROVED
TENTH 1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE EH /NEER'
NOTICE TO CONTRA T RS
BUILDING AND SAFETY DEPARTMENT FOR CUT •AND FILL SLOPES OVER PLANTED AT 10' ON CENTERS; TREES 20' ON CENTER; COMBINATIONS,
30' IN VERTICAL HEIGHT. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE "
15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, 12 MIN. ABOVE PAD ELEV. v o
18. A REGISTERED CIVIL ENGINEER (� LICENSED LAND SURVEYOR SHALL
PERMANENT I RR I GAT I ON SYSTEMS WITH BACKFLOW PREVENTION THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED r-
DEV I CES PER U.P.C. CHAPTER 10.R. TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR ROUND OFF TOP
SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE
SPECIFIC ELEVATIONS ARE REQU I RED. THE ELEVATION (WITH TO THESE LINES OR STRUCTURES. P/L
TYPICAL OVERALL FOOTPRINT DIMENSIONS S
' � 25. CONSTRUCTION OF DETENTION BASIN, CONCRETE CHANNEL AND PERIMETER 4 MIN. �
RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. I F AN ELEVATION BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION SCALE 1" = 40' w
WITH RESPECT. TO ADJACENT GROUND SURFACE IS REQUIRED, THE
PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE .�
APPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRA I NAGE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.
ACTUAL DISTANCE ABOVE TIFF ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED FACILITIES TO PERIMETER STREETS UNTIL CURB OUTLET INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ��P011lf
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS STRUCTURES ARE IN PLACE PRIOR TO COMPLETION OF THE PROPOSED AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, A
STREET IMPROVEMENTS. DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, I ,
AT NOT LESS THAN- 1/2" PER FOOT FOR A M I N I MUM OF 3 FEET. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT. �, n
25. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE .t
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS SECTION A - A
21 . "NO OBSTRUCT I oN OF FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SWPPP IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION AND SHA R P �-.
SHALL BE PERMITTED" . LL BE RESPONSIBLE _v_- r
SHALL ADHERE TO CURRENT NPDES GUIDELINES. FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. FOR REAR YARD SLOPES GREATER Ato
--
CAUTION: THE ENGINEER PREPARING THESE PLANS WALL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED THAN 5' IN VERTICAL HEIGHT 15, IIP
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING15 �� `BASIS OF BEARING: AND MUST BE APPROVED W
FIELD PRIOR Tp COMMENCEMENT OF ANY. CONSTRUCTION/GRADING. BY THE. PREPARER OF THESE "PLANS". (ter (ter c!�
�Q� 5 B 5 5 B C 5 C Q
THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS"TRAK" P L 445 MIN O rI MIN MIN I� MI =
23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL 'SHALL SUBMIT AND "MATH" (POSITIONS PER NATIONAL GEODETIC SURVEY NAD83 EPOCH 1995.5 AS P L 5 MIN.VAR. / �!� ti
" 5 MIN. VAR. / 5 M I N. VAR. � Wim) -- Non)
TO THE BV I LD I NG AND SAFETY DEPARTMENT WRITTEN I TTEN CERTIFICATION SHOWN ON THE MAP F I LED I N BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF 6 MIN. fi MIN• 3' MIN. 2' -��(�f�� fG tam'
OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE 3 MIN. 1 1 3 MIN. * �� ,� � 5p� ,I 0% I
* * MUDS I LL VAR. Qo,?�,� t ac` tPLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" COUNTY,CALIFORNIA, BEING N 52'49'02.84" E. MUDSILL VAR. VAR. MUDSILL _ fi" MIN. �� 0 fo Ok age z z CID
a
EMOINEERs NOTE: OMINER PQ�� o� ��p��0 N
____. _ SOIL EN(RM - rP
R LEriAL DESCR�TION
DIG01
hLuERTTl-E PR I VA �•• •'`�� ��� � P pN .�of oc a`' ,�.�, "� -�(- ..�(.`
TE ENGINEER SIGNING THESE PLANS I S CENTEX HOMES PETRA GEOTECHV I CAL A PORTION OF P - " P� ap`° �°`, , a x w
I ARCEL 22 PARCEL 12 MIN. PER �' cR`�` �a�
RESPONS I BLE FOR ASSURING THE ACCURACY OF DESIGN WARDLOW CIRCLE, SIJ I TE 150 27620 COMMERCE CENTER DR. 12" MIN. 12' MIN. �
MAP 27387 p�p,N tc,,�Qg o � �, „ �
DIAL TOLL� AND ACCEPTABILITY OF THE WORK HEREON. IN THE CORONA,CA. 91720 SUITE 103 " v� -._-_ sx o sz o
1-S(�--227--26QO EVENT OF DISCREPANCIES ARISING AFTER COUNTY 2% MIN. fi MIN. MAx 0 Maur o
APPROV TEL 909.279.4000 TEMECULA, CA 92590-5661 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. �A z
OR DURING , CONSTRUCTION. THE PRIVATE FAX 909.273.2100 (909) 699;-6193 20X MAX. MIN. 20� MAX.
20% MAX. 2: 1 MAX. S I DEWALK � Q
AT LEAST T1N� DAYS ENG I SER SHALL BE RESPONSIBLE FOR DETERMINING (909) 699--6197 FAX _
ow
BEFORE YOU DIQAN ACCEPTABLE SOLUTION AND REVISING THE PLANS
* UNLESS OTHERWISE NOTED * - UNLESS OTHERWISE NOTED CURs 4
o
FOR APPROVAL BY THE COUNTY. � �F-� DISTANCE FROM RIGHT OF WAY TO THE GARAGE CORNER z
SECTION B ""` B SECTION C �" C MEASURED PERPENDICULARQ
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFOf�11A � � TO THE PROPERTY E ER LINE.
NOTE: RBF 11 3 REVISED LOT 6 PUN FROM 2R TO 3R AND LOT 67 FROM 2L TO 4L SEAL-COUNTY SEAL-ENGINEER
0
DRAWN TRACT NO.23C65-4 PHASE 7 IP --
- -- - COUNTY OF RIVERSIDE Pu►NHIn�cs ■ oEs�oN ■ coNeTRuc-rioH BENCHMARK: T-.1--81, ELEV. 1026.428 . JLF/JE SHEET N0. Q
WORK CONTAINED �.W I TH�N THESE PLANS � T P RTATION DEPART E S "
v
SHALL NOT .COMMENCE UNT IL AN Q T Q�oI S�O2 1/2 BRASS DISK IN CONC. CYLINDER 2.4 DESIGNED
APPROVED BY �� MILES SOUTHEAST ON HIGHWAY 79 FROM EL/JG COUNTY CF RIVERSIDE 1 ,�
ENCROACHMENT PERMIT AND%ORA � tr �^ 2Zs�YNEz ROAD,sulT> aoo
GRADING PERMIT HAS BEEN ISSUED. . �. y ■ ■ ■ INTERSECTION OF MAIN AND FRONT STREET IN CHECKED
TEMOUL.A,CALIFORNIA 92591-4679 MAT SCHEDULE w A n O
�� TEMECULA 53.5' SOUTH OF C/L HIGHWAY r
The private eng i neer'. s i gn i ng these p I Ons i s - � CONSULTING N S U LTI N C3 9o9s7e_eo42 " FAX 9o9.e7e.724o • www.RBF,com
No. 43090 �, OF SHEETS LO
79, 3.2' EAST OF GT POLE � � As SHOWN PRECISE GRADING i
responsible for assuming the accuracy and KHALED A. OTHMAN DATE: � (GT 2453) 300 SCALE PLAN 2
accept-ability of the desi n .hereon. In the. event Exp, 3/31/o�
PREPARED BY: MICHAEL A TYLMAN R.C.E. NO. �� EAST OF PRODUCE STAND MIDWAY BETWEEN d
p y g - R.C.E. N0. 33950 P I
EXP. DATE: 6- 2 s OB NUMBER
FILE N0.
. of discrepancies- arising after county approval or �. ClC �� �. EXP. DA -31-04 P.P. 75580 AND P.P. 5 1
during construction, the private engineer shall be 7f y ��
7 58 ON LINE WITH OLD 15-100455 LOTS 1-e� Q7 AND Q8 a
resp- i b I e for determi n 1 ng an acceptab I e so I ut i on � f �� FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE
MARK 8Y DATE ' FOR: W.O. COUNTY
IE
and reviewing the plans for, approval by- the county APPR. DATE �� C��l 4LA DATE:. WITNESSPOST 1 SOUTH OF MONUMENT.
ENGINEER R E V .I S I 0 N S. COUNTY MMENDED BY BOYLE ENGINEERING DATE:
REDHAWK FILE NO.
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1-800-227-2600 _ _ _ s _ ?o lei SO�, , ��"'i 'Q
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AT LEW TM DAYS � 4 1144\16 NOV
BEFORE YOU 014 .34 _ PQpt��ti01,�0e ey �V 0 20
UNDEFG10M SERVICE ALERT OF SOMEAN CALIFORNIA Vr 0
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O REF_ 1 3 FDI5F.D LOT 8 F'UW FRAY 7R TO 3R ANMD LOT 87 FILM 2- TO �. SEAL-COUNTY SEAL--ENGINEER DRAWN TRACT NO. 23065-4 PHASE 7 I P -010094 SHEET N 0.
COUNTY OF RIVERSIDE P"MI INo ■ 09813N ■ COMETRUCTION BENCHMARK: T-1-819 ELEV. 1026.428 JLF/JE
WORK CONTAINED WITHIN THESE PLANS �n
SHALL NOT COMMENCE UNTIL: AN T PORTATION DEPART T Q�oI E S S14 2 1/2" BRASS DISK IN CONC. CYLANDER 2.4 DESIGNED
MILES SOUTHEAST ON HIGHWAY 79 FROM EL JG COUNTY QF RIVERSIDE 2 o
ENCROACHMENT PERMIT AND/oR A APPROVED BY ����`���� It. jr`` f� 27555 YWZ ROAD,SUITE 400 INTERSECTION OF MAIN AND FRONT STREET IN NECKED
GRADING PERMIT HAS BEEN- ISSUED. ` r-
z ��'cAUFoA �� to
TEMECULA 53.5' SOUTH OF C/L HIGHWAY MAT
The private engineer signing these pians. is CONSULTING 909.a7e.a0C ■ aFAx 909.67x7240 www.1�8F.com • ,
responsible for assuming the ra DATE: `y' N'4�0 79, 3.2 EAST OF GT POLE (GT 2453), 300 SCALE P E RAS OF__9__SHEETS
accu cy and - G` Exp 3/31/04 EAST OF PRODUCE STAND MIDWAY BETWEEN AS SHOWN PRECISE GRADING PLAN a
accptabi I i,ty of the design hereon. 1n the event ix PREPARED BY: MICHAE A. TYLMAN R.C.E. N0. �, Q�Q_ FILE N0. p
of discrepancies,arising after county approval or �l l�, `� EXP. DA . 3-31-04 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD a3 NUMBER a
/Y •1� 15-100455 ��� � �� �-�� �'�
during construction, the private engineer shoI I be �tF �Q4 FENCE LINE RUNNING N. & S. SET FIBERGLASS
responsible f of determining an acceptable' solution MARK BY DATA+ APa'R. DATE O f C A�1 b DATE FOR: W.O. COUNTY =
and reviewing the tans for approval b the count DATE: WITNESSPOST 1 SOUTH OF MONUMENT. R13DHAVX FILE No. AL
P PP Y Y GI R E V S . O N S COUNTY MMENDED DATE: