HomeMy WebLinkAbout Lot 104-110 Precise Grading GRADING NOTES
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE.
ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457.
2. MINIMUM BUILDING PAD -AND 'DRAINAGE SWALE SLOPE SHALL BE 1 X
TE!£CUI.A CREEK
IF CUT OR FILL I S LESS THAN 10' , 2% IF CUT OR FILL IS GREATER ■
THAN 10' . DRAINAGE SWALES SHALL BE A MINIMUM OF' O.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 1
Y. HIGH BERM OR EQUIVALENT ALONG THE TOP
OF ALL FILL SLOPES OVER 5' HIGH.
COUNTY OF
5. ALL GRADING SHALL BE DOW UNDER THE SUPERVISION OFARIV '
RSID CA IFO' RNIA
COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL
• NORTH
` 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
PROJECT
BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF SITE
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
i
REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT.
SHALL INCLUDE LITE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES.
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM
FLOWS, ALONG TOP CUT OF SLOPE.
VIC INITY MAP
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS NOT To SCALE
GREATER THAN ONE FOOT. V4 TOWNSHIP � SOUTH RANGE -. NEST SECTION �_
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH
RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION � '
LEGEAV
BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF TFC V5 STORM DRAIN S.D. ACCESS RAMP ,
FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING Low POINT L.P.
AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION �
LOT NUMBER
DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING. HA
TOP OF SLOPE T.S.
BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE GRADE BREAK G.B. INDICATES LOT NUMBER 32
SITE INVESTIGATICt4 REPORT. " LANDSCAPE DEVELOPMENT L.D.Z. INDICATES UNIT TYPE 1L
(L=LEFT GARAGE, R=RIGHT� GARAGE)
10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY "J I RIGHT OF WAY R W
� 14 � / INDICATES FINISH FLOOR ELEVATION FF 1173.0
DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT � EDGE OF PAVEMENT E.O.P. INDICATES PAD ELEVATION PE■�t172.5
GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED �'1
PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. �+ WATER BLOW--OFF
O
� O 0000.00
TOP OF CURB TCI THIS LOT REQUIRES A BACKWATER VALVE 01
11 . CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT PER SECT. 409 OF U.P.C. PER APPROVED
AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL FLOW LINE F.L.
WATER AND SEWER PLANS. SEINDEXB W
HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO
E MAP )
PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN t"'n HIGH POINT H.P. TRACT BOUNDARY -- -
ACCORDANCE WITH ORDINANCE NO. 457 'PRIOR TO THE APPROVAL J V7 �
OF F I NAL INSPECTION. S���E FINISHED GRADE F.G. EXISTING CONTOUR --(14 30)
¢0 FINISHED SURFACE F.S. STORM DRAIN & CATCH BASIN
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GR4lJMD � �
HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER
DELETERIOUS MATERIAL. GARAGE FLOOR GF 0000,0 2: 1 SLOPE
40 0 40 80 120 CUT-FILL - -�t- -- •--�F-- �--•
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE SH 2
FINTSHED FLOOR ,FF 0000.0
. PLACED, IT MUST 8E CLEARED, KEYED, AND BENCHED INTO FIRM GRAPHIC SCALE WATER SERVICE W AIR RELEASE VALVE
NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE
APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT SEWER SERVICE
S FIRE HYDRANT
OF FILL MATERIAL.
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14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION CONSTRUCTION NOTES & QUANTITY ESTIMATE IND 1 CATES AMOUNT of •X DRIVEWAY
OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE EXTRA DEPTH FOOTING O
CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND STREET LIGHT
NO. QUANTITY UNIT , II
.DAMAGE TO ADJACENT PROPERTIES.
Q LOT GRADING (7 LOTS x 50 C.Y. ) 350 CY SLOPE EXTRA DEPTH FOOTING
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED j
METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM-10) .
38 ' 40 , 40 ' 40 ' E
16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT SITE MUST GRADING CONT . N
CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH PLAN 1 h
ADJOINING PROPERTIES DURING GRADING OPERATIONS. ROSEA ICE PLANT AT 12" ON CENTERS DR ANOTHER APPROVED IH� M/4� ` PLAN Z PLAN 3 � PLAN 4
GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION .14-
TO
� -f
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TO GROUND COVER, SHALL BE PLANTED WITH APPROVED � cn U 00
� N
TENTH (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE
BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER TREES, SHRUBS, OR Coble I INAT I ON THEREOF. SHRUBS SHALL BE ENGINEER' N TICS TO C NIRA C TOR
30' IN VERTICAL HEIGHT. PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE 12" MIN. ABOVE PAD ELEV. cn
15' ON CENTERS. SLOPES OVER 4' IN VERT I CAL HEIGHT SHALL HAVE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE,
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED w
18. A REGISTERED CIVIL ENG I NEER OR LICENSED LAND SURVEYOR SHALL TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR
SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE DEVICES PER U.P.C. CHAPTER 10.R. STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE ROUND OFF TOP
SPECIFIC ELEVAT I ONS ARE REQU I RED. THE ELEVATION (WITH TO THESE LINES OR STRUCTURES. P/L TYPICAL OVERALL FOOTPRINT DIMENSIONS
25. CONSTRUCTION OF DETENTION BASIN, CONCRETE CHANNEL AND PERIMETER 4 MIN. SCALE 1 = 40 S�
RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION' BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION I 0
WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED, THE PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE ,
,-
R I ATE.MEASURES WILL BE TAKEN TO ENSURE PROPER DRAINAGE RESPONSfBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.
ACTUAL D I STANCE ABOVE THE 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 t�
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 r�u EiEv. �.7'IfIII CL
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS STREET IMPROVEMENTS. DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND•OWNER HARMLESS FROM ANY AND ALL LIABILITY, in
AT NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET.
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
26. THE STORM WATER POLLUT I tON PREVENTION PLAN (SWPPP) SHALL BE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS SECTION A ••• A z z � w
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 SHALL BE RESPONSIBLE
SHALL BE PERMITTED SHALL ADHERE TO CURRENT NPDES GUIDELINES. FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. FOR REAR YARD SLOPES GREATER R\vE�S,0 A
CAUTION: THE ENGINEER PREPARING THESE PLANS WALL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED THAN 5' IN VERTICAL HEIGHT puNv er}� DF Z
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DEL i NEATER I N THE CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED p pp,R� &Sp�FT`� f) IS 15 TV. � 5
FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. BAS I S OF BEAR I NG: BY THE PREPARER OF THESE "PLANS"'. $U\\D\V D � t� 5 5 (EXCRI
THE BEAR I NGS FOR THIS SURVEY ARE BASED ON THE LIME BETWEEN STAT I ONS TRAK P L pp? a,gtcu N MIN MIN MIN
23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT AND "MATH" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS " 5' MIN. VAR. P/L 5' MIN. VAR. " 5 MIN.VAR. / RS\peweD 91 not4 tionvan` { tg1ED) _ M�tm) _ z
TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION fi MIN. 6 MIN. °��
SHOWN ON THE MAP F I LED I N BOOK 102. PAGES 50 THROUGH 65 OF RECORDS 'OF OF 3 MIN. 2 Rin any yaws
3 MIN. 1 1 3 MIN. * Ap�r��1 o{n�`a�,�pr��te or c��tY� p�t .. �
OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE, APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE * * / MUDSILL VAR �t�or. a�t"e heT _
PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" COUNTY,CALIFORNIA, BEINSG N 52'49'02.84" E. MUDSILL VAR. VAR. MUDSILL fi MIN.pe p�or��ansSkDe Ke not - z z z z �?
1 ' p\8nS r�
ENGINEERS NOTE: OWNER sO�s EM011rEER LEGAL DESCRIPTION
ae WN
IP" -
�� RT THE PRIVATE I P
ENG NEER SIGNING THESE PLANS I S CE1V1'EX HOMES PETRA GEOTECHN I CAL A PORTION OF PARCEL 22 - PARCEL 12" MIN. pF.R `� Uj
RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN wARDLOw CIRCLE SUITE 150 27620 CENTER DR. MAP 27387 12" MIN. 12' MIN.
L�,N o z Il
DIAL TOLL FREE 4.22% To 3 r x o - o --
AND ACCEPTABILITY L I TY OF THE WORK HEREON. I N THE CORONA,CA. 91720 SU I TE 103 4.22% TO 3' " 4.22% To 3' N ' 6" M i N. 5z MAx N rt o sx'' a of
1-$00227--Z�OQ EVENT OF DISCREPANCIES ARISING AFTER COUNTY TEL 909.279.4000 TEMECULA, CA 92590-5661 THENCE 2% M I N. 2: 1 MAX. 6 TYP. THENCE 2% MIN. THENCE 2% MIN. ` ,, tx
A PPR OVAL OR NG CONSTRUCTION, TI-E PRIVATE FAX 909.273.2100 (909) 699-0193 20% MAX. MIN. 20% MAX.
20% MAX. 2: 1 MAX. SIDEWALK
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If I I I A
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING UNLESS OTHERWISE NOTED * UNLESS OTHERWISE NOTED CURB
AT LEW TWO DAYS AN ACCEPTABLE SOLUTION AND REVISING THE PLANS (909) 69"197 FAX
"�aAY 2 8 20 3J 0
BEFORE YOU DIG FOR APPROVAL BY THE COUNTY. - - DISTANCE FROM RIGHT OF WAY TO THE GARAGE CORNER z
UNDERGROUND SERVICE ALERT DF SOUTHERN CALIFORNIA t SECTION S - S SECTION C _ C MEASURED PERPENDICULAR TO THE PROPERTY LINE.
• SEAL-COUNTY SEAL-ENGINEER � 0
NO COUNTY OF RIVERSIDE DRAWN
vu►MNIwa ■ oc®ioN ■ coNSTRUCTIOM BENCHMARK: T--1--81, ELEV. 1026.428 JLF/JI` TRACT NO.23O65-- FINAL PHASE IP � SHEET NO.
WORK CONTAINED WITHIN THESE PLANS T PORTATION DEPART T
SHALL NOT COMMENCE UNTIL AN Q�t,iESS/oH2 1/2" BRASS DISK IN CONC. CYLINDER 2.4 DESIGNED
APPROVED BY O MILES SOUTHEAST ON HIGHWAY 79 FROM EL/JG COUNTY OF RIVERSIDE ' 1
ENCROACHMENT PERMIT AND/ORA ��`� � ` t �y . 27555 YNEZ ROAD,SUITE 400 INTERSECTION OF MAIN AND FRONT STREET IN CHECKED
GRADING PERMIT HAS BEEN ISSUED. �� �� TEMECULAr CALFOWA 92591-4679 MAT E " A '�
p g signing p y C 0 N 13 U LTI N C3 909.676.5042 ■ FAX 909.676.7240 ■ wwwABF.carn TEMECULA 53.5 SOUTH OF C L HIGHWAY
The private engineer si nin these lens IS �.,
No. 43090 79, 3.2' EAST OF GT POLE (GT 2453), 300' SCALE OF _2SHEETS
responsible for assuming the Occur acy and KHALED A. OTHMAN DATE: AS SHOWN PRECISE GRADING PLAN
occeptabi I ity of the design hereon. In the. event R.C.E. NO. 33950 Exp 3/31/04 EAST OF PRODUCE STAND MIDWAY BETWEEN
PREPARED B MICHAEL A. T AN R.C.E. NO. �� FILE NO.
of discrepancies,arising after county approval or EXP. DATE: 6- 2 ,r `� OB NUMBER
during construction, the private engineer shall be t C1 y Iv EXP. DATE: 3-31;04 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD LOT$ 1O4 - 11O Q
9 p p �fF �0� FENCE LINE RUNNING N. & S. SET FIBERGLASS 15-100455
PRECISE G RADING PLANS
TRAC NO
� . responsible for determining an acceptable solution �A� 8Y DATE APPR. DATE �� ��`� � DATE FOR: W.Q. COUNTY
and reviewing the plans for approval by the county, ENGINEER R E V I S I 0 N SLwormMENDED BY BOYLE ENGINEERING DATE: DATE: WITNESSPOST 1 SOUTH OF MONUMENT. FILE NO.
.COUNTY
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UNOEFiGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
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NOTE: SEAL-COUNTY SEAL-ENGINEER
COUNTY OF RIVERSIDE DRAWN TRACT NO. 23065-- FINAL PHASE IP
Pu►NNIND ■ DE91DN ■ CDNSTRUCTIDN BENCHMARK: T-1-81, ELEV. 1026,428 ,�F/JE 0104 SHEET NO. �•
WORK CONTAINED WITHIN THESE PLANS T
PORT DEPART T f E s s " � •
SHALL NOT COMMENCE UNTIL AN Quo roN�� 2 1/Z BRASS DISK IN CONC. CYLANDER 2.4DESIGNED
ENCROACHMENT PERMIT AND/ORA APPROVED BY �4 A MILES SOUTHEAST ON HIGHWAY 79 FROM EL/JG COUNTY OF RIVERSIDE 2 0
GRADING PERMIT HAS BEEN ISSUED. ,`cam `•���� Iy�� ``yam, ■ ■ ■ 27555 YNEZ ROAD,MXM 400 INTERSECTION OF MAIN AND FRONT STREET IN CHECKED O
TEWCULA, CALIFORNIA 92591-4679 ~
. The private engineer signing these plans is
� �z �, C D N S U LTI N t'3 9o9.67esoaz ■ FAX 909.676.7240 ■ vwvw.RBF.com TEMECULA, 53.5 SOUTH OF C/L HIGHWAY
MAT SCFEDULE A
No.43090 79, 3.2 EAST OF GT POLE (GT 2453), 300 SCALE OF__L_SHEETS a
responsible for assuming the .accuracy and DATE: Exp 3/31/04 AS SHOWN PRECISE GRADING PLAN �
acceptability of the design hereon. In the event
PREPARED BY: MICHAEL A. TYLM N R.C.E. NO. __ 43090 EAST OF PRODUCE STAND MIDWAY BETWEEN FILE No. Q
of discrepancies ar i s i n after county approval or Jf I V IV \� EXP. DATE: 3-31--04 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD OB NUMBER _ 0O
during construction, th private engineer shall be f 15--10D455
LOTS 104 110
l
responsible for determ I n i ng an aCCeptab I e� 5o I ut i On f Fo � FENCE LINE RUNNING N. & S. SET FIBERGLASS ,.
MARK BY DATE APPR. DATE OF �kV DATE: DATE FOR: W.O. COUNTY _
and reviewing the plans for approval by the county. ENGINEER R E V I S I O N S COUNTY MMENDED DATE: WITNESSPOST 1 SOUTH OF MONUMENT. RE�HA
FILE N0.
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