HomeMy WebLinkAboutLot 1-7,24-29 Precise Grading GRADING NOTES: PLAN
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PRECISE GRADING I
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99--23.
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2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 X. DRAINAGE SWALES SHALL BE A ROxD
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. CROWNE HILL ASTORIA
`�� R'�h�, °� �5�� PROJECT SITE
3. MAXIMUM CUT AND FILL SLOPES = 2:1.
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. sue
VIA RAMI
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WHO SHALL _ ' c CRE °
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER
2314310PHASETRACTNO . a LACE
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION �P'l `G�AeE ,o
REPORT FOR ALL FILLS OVER 1' DEEP. a SAN ROAD 0 � F
6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN ot
4►
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADINGLOTS7 24 %
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, '
ELEVATION AND LOCATION OF CUT FILL SLOPES.
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7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. I RO.
I I o►�D
I R
B. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. �' 1-41�4� ar �J � 1 HWY. 79
29
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS --
INVESTIGATION BY PETRA GEOTECHNICAL, INC. (JOB N0. 241-01) DATED 10-24-02 AND ALL ADDENDA ----. -� TO SAN DIEGO
THERETO. TWO SETS OF THE FINAL COMPACTING REPORT SHALL BE SUBMITTED TO THE CITY `� / VICINITY AP
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND 23 24 25 n 47 211 mom NOT TO SCALE
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF _* 41 1 -�- - -- -- -�- -- 10 - -r- aolliinb II
THE PRELIMINARY SOILS REPORT. ROYAL CREST PLACE -~ ` 30 P.L. C
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL (909)694-6411 AT LEAST 24 = = .�
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. `~ J
1 X MIN. a
11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR Guam "E-lillill"
I
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
I I
DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. I I
ACCORDANCE WITH CITY DEVEL I 5 I - _3' � 000l2.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, MIN:
PUBLIC r'
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 26 �r ' I MIN.
� 2 7 � � UTILITY 5'
202 ' EASEMENT - B 2% - B
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, _ s f MIN. -� MIN.
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A • . ' Alow
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. •. f ' z I >�t -
'�
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE • --- ' �- 3'
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER2 2 UTILITY
' I _ K PUBLIC
,� I I
AND DAMAGE TO ADJACENT PROPERTIES. I
5 f EASEMENT
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. �4
19 � a
�'° �' 2 8 - BLIC
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY I I
PU5
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
� - -- I _ _ UTILITY
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ' �- N EASEMENT
n 2
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH1.5) SHALL BE �► /
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES /
OVER 30 IN VERTICAL HEIGHT. /
-� _ , .�. TYPICAL LOT
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDINGRAINA E DETAIL
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN D G
� � . r �
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS N.T.S.
' 9
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. Q 23 24 / UNLESS OTHERWISE NOTED ON PLAN
5• / P.L. SEE PLAN FOR DRIVEWAY GRADE
N • /
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PUNT AT 12" CENTERS OR 0 / / /
ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, / 5
W MIN. • W
SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT I / z FOOTING EMBEDMENT
10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT / / ._, 3' FL 2,* MIN' J DEPTHS SHALL CONFORM
SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R / TO 97 UBC SEC. 18061
to MIN. 9 REQUIREMENTS, I.E. 12"
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4* PER FOOT FOR 13 14 i » i 17 / m I m MIN FOR 1 STORY AND
4-A MINIMUM OF 3 FEET. *" ie / z FL , 18 MIN. FOR 2 STORIES.
STAI111�CO CIRCLE ' - l / 2 3UNLESS OTHERWISE
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. / MIN. Z
/ � SPECIFIED BY GEOTECHNICAL
de MINCD
r�--'v - -"_- REPORT.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF / '� r '�"' 2.1
ANY CONSTRUCTION/GRADING. ___ J -
•• • - / " MIN.
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ••• ■ Q / 2% MIN. * PAD ELEV.
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED I _ �.l • • I 66 . O / 20% MAX.
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY _ • __. F _ ` _ /
BACKWATER � Z V 20%MMAX.
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. VALVE CHART ��, 3 / /
7 � 5 4 2 *�2 BENCH REQUIRED IF SLOPE HEIGHT IS 5 OR GREATER
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. LOT LOT fl IF SLOPE HEIGHT IS LESS THAN 5' SEE SECTION "D-D"
25. W.D.I.D. 933S317203 9, .��9,1� �/
1 NO 24 NO � Rai
' SECTION 9A-A9
" � - / / N.T.S.
26. SEE APPROVED "WALL AND FENCE PLANS FOR YARD AND PERIMETER WALLS AND FENCES. 2 NO 25 NO - / / Q P.L.
/ W 5 5 W
� �/ / Z z
EARTHWORK QUANTITIES: 3 NO 26 NO ,� / / V / z MIN. s MIN.
CUT = 650 CUBIC YARDS (50 C.Y./LOT) 4 NO 27 NO ;^ ryrr
FILL = 650 CUBIC YARDS 50 C.Y. LOT / / o �' v
5 NO 28 NO I M 3 FL :o I m
/ / 50 25 50 1 MIN.
PA
4 FL 3�LEGEND 6 NO 29 NO �
- / / GRAPHIC SCALE: 1"=50' :��--�f PAD ELEV.
AC - ASPHALT CONCRETE - - - -•_- TRACT BOUNDARY 7 NO 60 49 56 .,: y MIN.
EXTRA DEPTH OF •� N _ x
BF � BACKFLOW PREVENTER - RETAINING WALL _ / / INDEX MAP FOOTING AS MAY BE - 2• PAD ELEV.
DF DEEPENED FOOTING (BY SEPARATE PERMIT)
DW - DRIVEWAY ___- //
/ / SPECIFIED ON PLAN
- FLOW LINE CROWNS HILL MINIMUM YARD SETBACKS: ;; PAD ELEV.
FG - FINISHED GRADE / � OF INDIVIDUAL LOTS
FL -- FLOW LINE y SLOPE (2:1 MAX.) 2% MIN. " 2% MIN.
FS - FINISHED SURFACE FRONT: 20' TO FRONT ENTRY GARAGE - - 20% MAX. 6 MIN' 20% MAX.
- GRADE BREAK � ' '- ""' - PUBLIC UTILITY EASEMENT 65 1 54 fi1.5
GB 10 TO SIDE ENTRY GARAGE OR LIVING SPACE I ■ ■ E TIO T-60GF - GARAGE FLOOR 90 - LOT NUMBER SIDE: 5' TO INTERIOR LOT LINES
HP - HIGH POINT 10' TO RIGHT OF WAY ON CORNER LOT . . F.L. ci N.T.S.
INV - INVERT PLAN 4C - HOUSE PLAN TYPE REAR: 10 TO REAR LOT LINE ■ • ■ 15 - 20 TYP. W
TC - TOP OF CURB FF=1109.67 -- FINISH FLOOR ELEV. ---- P.L. 10 MIN. z 2•
TF - TOP OF FOOTING PAD=1109.0 -- PAD ELEVATION PLAN 2
TG - TOP OF GRATE PLAN 13,305 SF PLAN 3 2' J
TW - TOP OF WALL 3,950 SF MIN. M2,915 SF HOUSE PLAN LEGEND I
N.T.S. I = z Z'1 PAD ELEV.
o BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING
Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION 1Z M� .- 1'
N '-- `" -
Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER: �� EROSION CONTROL BERM LD03--259GR
of Souchem Calftria CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN �!► PAD ELEV.
Call: TOLL FREE MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS GREYSTONE HOMES PAD .� _ INTERNA SIDES ,
7 CHAIN LINK FENCE 21'x 16 AROUND SO. CALIF. GAS VALVES, 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 2T56'230W SECTION_ C r LD03 193GR
� -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 40980 COUNTY CENTER DR., SUITE 110 2X MIN.
422-4133 FIBERGLASS WITNESS POST SET 1 W. OF MONUMENT. TEMECULA, CA. 92591 N.T.S. 20X MAX. SECTION •D�De
TWO WORKING DAYS ear You DO ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (909) 719--1464 N.T.S. LD03 142GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE Lor 2s CITY OF T
s ELocAIE I�o�usE ON QRoFESS,b AS NOTED � DEPARTMENT OF PUBLIC WORKS Drawing No.
contractorcontractorRQ� A4 C, � RECOMMENDED BY: DATE: LD
2 EL mlNA 1E RETAINING WALLS. LOTS I- k. F Inland Empire Division PROFILE SCALE
R�LocATc - w Lir SEE ABOVE � � = r�o ate. , s� .� Ilbn�no ►�►. a 92&W-W24 �) �s,�-a��r 2_ ,�
Ir"Wector No. 8089 ACCEPTED BY: v
� Exp. o�3i--os DATE: 3 PRECISE GRADING PLANS
Date � � � Ions Prepare Under Supervision f RONALD J. PAWS PHASE 1 TRACT N0. 23143-10
` qT C Iv 1�.- Date D DRAWN BY. KS DEPUTY DIRECTOR OF PUI woRas
FpF C � C. No. 28089 Expires 03-31-06 DESIGN BY: MM 19744 9/30/05 LOTS 1 - 7 & 24 - 29
p CHECKED BY: MWS R.C.E No. Expir.■ Sheet of 2
-26 27-- 28
ROYAL CREST PLACE " ` _ ___-- = _ ' -
1 2f' R21F
2:1 SLOPE (TYP) \ t t
21 ,�.5 � I I t
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PAD:---- 12 9-7.9 96.9
97.5
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26
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PLAN 2R At PLAN 3 AZ
FF=1297.40
PAD=1296.9 FF=1297-40 / '
21.5' PAD--1296.9
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PLAN 3R -FL _ / 1
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FF=1297.10 1.OX On.
22 PAD=129 6-6, 2-OS .
F=A : 129 7.9 1 of 0 -k / I
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011/1 0 PLAN 2R 10.T / I l I
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• PAD=1296.6
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24 ft a
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23 PLAN 2R A PAD=1296.4 ` / / /
FF=1296-80 / / /
[---'A[) 12 97. PAD=1296.3 of / / /
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PLAN 1 R • 4 - ------- FF=129 6.90 14
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FF=1297-60 PLAN 3 PLAN 3 . I I (W
PLAN 2R PAD=1296.4 it
PLAN 3R AZ FF=1296.50 Q / /
FF=1298-30 PAD=1297.1 FF 1297.20 95. 0 %JI I / Q
9 PLAN 1 R
FF=1297.90 EW PAD=1296.7 PAD=1296.0
PAD=1297.8 PAD=1297.4 to
FF=1296.10
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70-40 GRAPHIC SCALE: 1'*=30'
70-40
/ /
/ i / INDEX MAP
• 2J. 46-94
/ / /
/ / LD03-259GR
LD03- 193GR
LD03- 142GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE C'D BENCH MARK SEAL: The Keith Companies , PLAN SCALE
1 N=30 9 CITY o F T E M E c u La
100'0;'kc1F Drawing No.
711 REL OCA TE HOUSE ON LOT 29 A RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS
cont"ictior 9112 ELIMINATE RETAINING WALLS; LOTS 1- 0 Inland Empire Division PROFILE SCALE
4juLOCATS D/W L-0-T 5 22690 Coctus Amw, Suite 300 Ak~0 V0110y, CA 92553-9024 (909) 653-02-34
No. 28089 ACCEPTED BY: DATE: 4=1 .1013
Inspector --7 PRECISE GRADING PLANS
SEE SHEET 1 Exp. 03-31-06 RONAW J. PARKS
ITZ
2 AV5-6
Date Ir PI Prep y.0d Under Supervision f DEPM COIRECTOR OF PUBLIC WORKS PHASE 1 TRACT NO. 23143-10
Compi'st" Cl I n-2t, , 10 O's DRAWN BY: KS
Date
OF E No. 28089 Expires -- Q3-31-06 DESIGN BY: MM R.C.E No. 19744 Expires 9/30/05 LOTS 1 - 7 & 24 - 29 Sheet 2 of 2
I-CHECKED BY: MWS I