HomeMy WebLinkAbout Lot 93 Precise Grading .. .i, i '.4^ x 'T.,.l.f,", .r Vis;. :,".,.: ... ," ,P,.t•.rwr, '7.T•+",:i'.+^lefri. _ .; .f �'^R. jP-^ f••^, v.rr" �7ivv*.y,Pe"1F.`T' i
GRADING NOTESGRADING ,
PRECISE EG'END
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. STORM DRAIN S.D. ACCESS RAMP - - - - - - --- -�---
ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. Low POINT -- L.P.
2. MINIMUM
I � L.OT IWJMBER � ^
BUILDING PAD AND DRAINAGE SWALE SLOPE SHA L 1
L BE � TOP of SLOPE T.S.
PLANS
F UT
I C OR FILL IS LESS THAN 10 U RACT NO �
2X IF SGR GREATER EA
GRADE BREAK -- G.B. INDICATES LOT NUMBER 32
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THAN 10 , DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND INDICATES UNIT TYPE 1L
LANDSCAPE DEVELOPMFNT L.D.Z. (L-LEFT GARAGE; R-RIGHT GARAGE)
BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF GUT OR FILL SLOPES. ,
RIGHT OF' WAY R/W INDICATES FINISH FLOOR ELEVATION FF 1173.0
3. MAXIMUM CUT AND FILL SLOPE 2: 1 . EDGE OF PAVEMENT E.O.P. INDICATES PAD ELEVATION PE-1172.5
4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP WATER BLOW-OFF -
OF (X700
ALL FILL SLOPES OVER 5 HIGH.
TOP QF CURB T.C. THIS LOT REQUIRES A BACKWATER VALVE
SID CALIFORNIAFLOW LINE F.L. PER SECT. 409 OF U.P.C, PER APPROVEDBw
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OFACOUN - YOFIV ' WATER AND SEWER PLANS. ( SEE INDEX MAP
COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL
HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL
HIGH POINT H.P. TRACT BOUNDARY --- --- - - M
COMPACTION REPORT FOR ALL FILL OVER 1 ' DEEP.
FINISHED GRADE F.G. EXISTING CONTOUR .. ---(1430)----'
6. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE FINISHED UREA STORM DRAIN CATCH A
BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF
D S CE F.S. CH I3 SIN
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UGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO `��� GARAGE FLOOR � pOU0.0 2: 1 SLOPE
REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. '� •
SHALL INCLUDE LINE, GRADE, ELEVATION AN LOCATION OF CUT/FILL SLOPES. CUT-FILL -- --•�a-- -- --a�--7. PROVIDEW TE�ECl1LA cmc � FINISHED FLOOR FP 0000.o
A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM � � WATER SERVICE AIR RELEASE VALVE
FLOWS, ALONG TOP CUT OF SLOPE. 2 I E w
21
2.2 23 SEWER SERVICE S FIRE HYDRANT
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS � '� ,�
GREATER THAN ONE FOOT.
INDICATES AMOUNT OF X DRIVEWAY
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH vx1v EXTRA DEPTH FOOTING ..It
RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION
STREET LIGHT
' � I
BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE �- SL OPE EXTRA DEPTH FOOTING
FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING 1 �l + 11
AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION FIRTH
DESIGN RECOMIvENDAT I ONS AIS] CERTIFICATION THAT GRADING HAS � ��---1-
�- NE '" 38 ' 40' 40 '
BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE � ` � 40
SITE I NVEST I GAT I ON REPORT. c PROJECT /► �.
10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING ASAFETY
AND SITE
23065
FINA PHA !3E
PLAN 1 PLAN 2 � r�;
DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT --- __ PLAN 3 PLAN 4
(BADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED � �
PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. L0 {
11 . CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT )NINITY- MAS' � F.
r w u7
AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL NOT TO SCALEHEIGHT "
HALL BE PLANTED WITH GRASS OR GROUND COVER TO Torrt�HIP �.,• 9ouTH RANGE _,�" WEST SECTION „ZQ_
PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
ACCORDANCE w I TH ORDINANCE NO. 457 PRIOR TO THE APPROVALOF TYPICAL 'SlIGNATURE' O F��INT ENS
SCALE 1" 40'
FINAL INSPECTION.
a.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND C•�289 .
HAS BEEN CLEARED OF WEEDS DEBRIS TOPSOIL AND OTHER o ,
. fa SIGNATURESIGNATURE40' 40' 40 40
DELETERIOUS MATERIAL.
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE
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PLACED, IT MUST BE CLEARED, KEYED, AND BEAD INTO FIRM PLAN
PLAN 4 PLAN 5
NATURAL SOfL FOR FULL SUPPORT PREPARATION SHALL BE
u::1A
APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT co �n
OF FILL MATERIAL. PLAN 2 ,cl,
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o .--
co
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION 44 0 40 80 120 ;.
OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE ` � E
CONTROL SHOULD BE PROVIDED TO PREVENT POKING WATER AND o "
DAMAGE TO ADJACENT PROPERTIES. . G�HAF'rl.i I C SCALE
a
1 DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED NL�E MAP'
TYPICAL 'TOURNAMENT OVERALL FOOTPRINT NS M
METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM-10) .
SCALE : 1" = 40' rn
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST GRAD I NG NOTES LCONT
CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS, PROTECTIVE
MEASURES AND TEMPORARY DRAINAGE PROVISION MUST BE USED TO PROTECT
tly
ADJOINING PROPERTIES DURING GRADING OPERATIONS. 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH �
ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED
I .
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION , �
TENTH ( 1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE TO GROUND COVER, SHALL BE PLANTED WITH APPROVED ENG�NEF`R H TI' E CONTRA T RS CONSTRUCTION NOTES & QUANTITY ESTIMATE
BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER
TREES, SHRUBS, OR COMB I NAT i ON THEREOF. SHRUBS SHALL BE THE EXISTENCE AND LOCATION of ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE NO. QUANTITY UNIT
PLANTED AT 10' ON CENTERS; TREES 20' ON CENTER; COMB I NAT I ONS, PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE,
30' I N VERT I CAL HEIGHT. THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 12" MIN. ABOVE_PAD ELEV. - -- -� -- �-
15 ON CENTERS. SLOPES OVER 4 IN VERT I CAL HEIGHT SHALL HAVE TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR 1 LOT GRADING ( 10 LOTS x 50 C.Y. ) 500 CY 1
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION STRUCTURES NOT SHOWN ON THESE PLANS. AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE ~
SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE DEVICES PER U.P.C. CHAPTER 10.R. TO THESE LINES OR STRUCTURES. ROUND OFF TOP
SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH P/L w
25. CONSTRUCTION OF DETENTION BASIN, CONCRETE CHANNEL AND PER I IuETER CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. I F AN ELEVATION PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE 4' MIN.
BROW DITCH SHALL BE IN PLACE UPON COMPLETION OF PROPOSED GRADING. RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, .
WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED, THE INCLUDING SAFETY OF ALL. PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY �
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED
APPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRU I NAGE AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO. ��_Po r�
FROM INSTALLED FACILITIES TO PER I Iu�TER STREETS UNTIL CURB OUTLET DEFEND, INDEMNIFY. AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND AL1 LIABILIT7, ---�- PID NY -0.7'VIN. �
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS STRUCTURES ARE IN PLACE PRIOR TO COMPLETION OF THE PROPOSED REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. A
„ STREET IMPROVEMENTS. �
AT NOT LESS THAN 1/2" PER FOOT FOR A MINI MUM OF 3 FEET. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PIANS AND/OR FIELD CONDITIONS
26, THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE
21 . "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SWPPP FOR DISCREPANCIES NOT so REPORTED AND RESOLVED. SECTION A -�" A 1° z z w
SHALL BE PERMITTED" . SHALL ADHERE TO CURRENT NPDES GUI DELI GUIDELINES. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED FOR REAR YARD SLOPES GREATER �o��� MLA101- A w--
CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED THAN 5' IN VERTICAL HEIGHT `'�' n � � r z
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE
BY THE PREPARER OF THESE "PLANS rC �� o �.� �Q�� IS' TIP 15' 111'. �
BASIS OF BEARING. . �,� ���� c� �, o
FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. (E�cCE.PT (E7�'1
THE BEAR I NGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STAT I ONS"TRAK" ` ��' �•o� s 5 r �-
. 5' MIN.VAR. P/L -`,�;JPO A_�*q �'� �,
MIN ��� M.N MIN ChD) Mf Q
23. A SUITABLY QUALIFIED AN REGISTERED PROFESSIONAL SHALL SUBMIT AID "MATH" (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS P/L " �, 2 0 � z
TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION 5 MIN. VAR. 5 MIN. VAR. c p ti SHOWN ON THE MAP F I LED I N BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF 6" MIN. - 6 MIN. 3' MIN. 2 Q 3' MIN. 1 ' 1 ' 3' MIN. 0 IAZ: � 1
OF COMPLETION OF FINAL. GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE * * - -- MUDSILL VAR. * " �� •b o`
z PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" COUNTY,CALIFORNIA, BEING N 52`49'02.84" E. MUDS I LL VAR. VAR. MUDS I LL ----- - 6__ MIN. - „F.� .� ~~~-== z z z o
.-
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GtNEER8 NOTE: QMINER 801Ls-,ENGINEER LEGAL DESC�TION
D10h1wERT N `�
A ENGINEER SIGNING THESE PLANS IS .-
N
n RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN CEIVTEX HOA�S PETRA GEOTECHV I CAL A PORT I ON OF PARCEL,. 22 - PAROL ,
P
wAROLaw CIRCLE SUITE 150 27620 CENTER DR. _ _.
MAP 27387 12 MIN. 12 MINS 12 MIN o z N
j,4I, ' jj, AND ACCEPTABILITY THE FORK HEREON. IN TF-E 4.227 TO 3 " __ ___ _ � M� ry _ Ma - K
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CORONA,CA. 91720 SUITE 103 _ 4.227 TO 3' " 4.227E TO 3' THENCE 2% MIN. 6 MIN. x sx k
EVENT OF DISCREPANCIES ARISING AFTER COUNTY TEL 909.279.4000 TEMECULA, CA 92590 5661 THENC 2X MIN. 2. 1 MAX, 6 TYP, -- - - '�-
__ _.__
1-$ 227--2600 _____. _._ ___.______ �__ -FEKE2X M I.N. 20X MAX. 2: 1_MAX. SIDEWALK �r
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 909.273.2100
(909) 699-6193 20% MAX. MIN. 20% MAX.
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING
• AT LEAST TMIC� D,AY� (909) 699-�fi 197 FAX * _ _
BEFORE YOU DN3 AN ACCEPTABLE SOLUTION AND REVISING THE PLANS UNLESS OTHERWISE NOTED * UNLESS OTHERWISE NOTED CURB k �
FOR APPROVAL BY THE COUNTY. DISTANCE FROM RIGHT OF WAY TO THE GARAGE CORNER
LWERMOUND SERVICE ALERT OF SOUTHERN CALIFORNIA SEC11ON B - B SEC110N C -- C MEASURED PERPENDICULAR TO THE PROPERTY LINE,
O SEAL-COUNTY SEAL-ENGINEER Q
COUNTY 4F RIVERSIDE DRA''�'� ."
Pu►NH�Hv ■ of■ioh ■ COwBTRUCTIDN • T-1-81 ELEV. 1026.428 TRACT NO . 23065�- FINAL PHASE IP
BENCHMARK. JLE/�E SHEET NO.
WORK CONTAINED WITHIN THESE PLANS T PORTATION DEPART T QROF L 5 S IDN 2 1/?_ BRASS DISK IN CONC. CYLINDER 2.4 �:sICNED
SMALL NOT COMMENCE UNTIL AN COUNTY
OF
�
ENCROACHMENT PERMIT AND/OR A APPROVED BY �4Q ���� d �o �, MILES SOUTHEAST ON HIGHWAY 79 FROM EL/JG 1
c, ^� ` y Z7SS.S YPEZ ROAD SUTE RSIDE
400 �- F,
GRADING PERMIT HAS_BEE_N ISSUED. �. �� s1 ■ ■ ■ INTERSECTION OF MAIN AND FRONT STREET IN CHECKED SCBE A c�
TEMEcuLA, cAt�oRnuA 92541-4670 TEMECULA, 53.5' SOUTH OF C/L HIGHWAY JT ~
The pr i vate engineer signing these plans i s rn CONSULTING W9.e7e a'o42 - FAX 909676.7240 • wwwRRF.com
responsible for assuming the accuracyy and KHALED A. OTHMAPJ DATE: No.64540 79, 3.2' EAST OF GT POLE (GT 2453), 300' SCALE
DF? SHEETS
acceptability of the design hereon. In the event Exp 6/30/07 _.
As SHOWN PRECISE GRADING PLAN
R.C.E. NO. 33950 PREPARED BY: ELIZABETH D. LOVSTED R.C.E. NO. _ 544_ EAST OF PRODUCE STAND MIDWAY BETWEEN I`fLE NO.
of rI i screpanc i es ar i s i ng a f ter county appr ovo I or EXP, DATE: s- Jr C j Y 1 ��! EXP. DATE: 6- �o-03 P.P, 75580 AND P,P. 75581 ON LINE 1M TH OLD OEC NUMBER � �
during construction, the private vat.e en i neer shall be �p c 15--100455
g p � lam._. � LOTS 93
responsible for determining on acceptable solution - r_0 F Ail '� FENCE LINE RUNNING N. & S. SET FIBERGLASS _._- _. � _ .
__ _
MlARK BY DATE APPR.
DATE _ -- r DATE FOR: - �,
and reviewing the plans for appr ova I by the county.--- --- R E V I S I Q N S �- A�Mi NDE D 8Y 80YLE ENGINEERING DATE: __-. _..___- __ _.__ _ __..__._ ____ DATE. WITNESSPC?aT 1 SOUTH OF MONUMENT_ Now
lit
ENGINE CR COUNTY
A. * 141
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GRAPHIC SCALE (0
D10 NLLERT
DIAL TOLLFREE � . 4`�a� . erg
1--800--227-2600 �
AT LEAST TYYC� DAYS i o��� �� . ,�`r�►��0°`
BEFORE YOU DIG �Q�` � g`Q�rg� � f
�'' �'� \off o����,�°� � •.
UNDERGROUNA SERVICE ALERT OF SOUTHERN CALIFORNIA A
NOIE; SEAL-COUNTY SEAL--ENC'NEf_F?
Q
- COUNTY OF RIVERSIDE Pu►NNO140 ■ vQSION ■ CONSTRUCTION BENCHMARK: T--1-81, EL-EV. 1026.428 DRAWN JLF/JE TRACT NO. 23065- FINAL PHASE 14094 SKEET No. i
WORK C(7NTA I N1 D WITHIN THESE PLANS - T PORTATION DEPART T Via° s S�aNq 2 1/2" BRASS DISK IN CONC. CYLANDER 2.4 s►ciJED _ n
SHALL NOT COMMENCE UNTIL AN _ � .H p MILES SOUTHEAST ON HIGHWAY 79 FROM EL/JG COUNTY OF RIVERSIDE 2 a
ENCROACHMENT PERMIT AND/QR A APPROVED BY 27555 Y1�Z Roan�surf 400 �
iNTERSE CTION OF MAIN AND FRONT STREET IN CHECKED rj��(�(�,E A
GRADING PERMIT HAS BEEN ISSUED. f TEMM&A, CALIFORNA 92591-4679 JT ~ w
The private engineer signing these plans is
- �-- ' lEMECULA, 53.5 SOUTH OF C/L HIGHWAY ,
�' No.64540 C C7 N 3 U LTI N C3 W9.676.8042 » FAx 909.6767240 . wwwRBF.com 79, 3.2' EAST OF GT POLE (GT 2453), 300 SCALE - -- - - _- --- OF 2 SHEETS Q
respons i b I e for assuming the occurac and DATE: Exp, 6/30/07 � AS SHOWN PRECISE GRADING PLAN
accept ob i I it of the des n hereon, In the event --------- PREPARED BY: ELIZABETH D. LOVSTED R.C.E. No. 4 4 FAST OF PRODUCE STAND MIDWAY BETWFEN _ Q
y g f ` �� , ' _. ..._SZ 0F3 NUMBER FILE NO.
of discrepancies arising after county approval or _ ����1 Y �� _ EXP- DATE: 6�-- 10--03 P.P. 75580 AND P.P. 75 581 ON LINE WITH OLO F L(�"�"'� .. ,4 C L�'' w ci
during construction, the private engincer shat I be _ ,� 'off._ A V4 15--10045.E
p \ FENCE LINE RUNNING N. & S. 7E�1 FIBERGLASS
resaonslble for determiningan acce table solution - -- -- �•__� _�' DATE FOR: w,0. CouN1Y _
P MARK BY DA1`E APPR. DATE _ ___�_ _ �._ ...__ __.---.._...__....._...-__ DATE' 17'�'�� WITNESSPOST 1 SOUTH OF MONUMENT. RMHAWK Fl�� N0.
(1nrl reviewing the plans for approval by the county. - - ENGINEER - R E V 1 S 1 C) N 5 ___COtxvIY" _ VVENDED DATE: