HomeMy WebLinkAboutLot 1-7,97-108 Precise Grading I
I
PRECISE GRADING PLAN FOR :
LEGEND. GRADING NOTES:
F.F. FINISH FLOOR
I. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE.
F.L FLOW UNE CHARDONNAY HILLS
G.F.F. GARAGE FINISHED FLOOR 23101 - 2
CHAPTER 70, AS AMENDED BY ORDINANCE 457.
H.P. HIGH POINT 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 11.
P- PAD ELEVATION DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE
T.C. TOP OF CURB CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
22 LOT NUMBER LOTS 1 THRU 7 & LOTS 9 7 THRU 1 - PHASE 4 & 5 3. MAXIMUM CUT AND FILL SLOPE - 2:1.
PLAN 3AR 3 - PLAN NUMBER
A - ELEVATION 4. PROVIDE 5' WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF I
�E>�I FOOTING (THEH0RCHARDSl" ALL FILL SLOPES OVER 5' HIGH.
/ 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A
STREET LIGHTCOMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS I FIRE HYDRANT BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION
�►
RETAINING WALL (BY SEPARATE PERMIT) FOR ALL FILLS OVER 1' DEEP.
m ELECTRICAL VAULT 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF
-� SEWER LATERAL TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF I
WATER LATERAL
COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED
INDICATES LOWERED GARAGE GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
FINISHED FLOOR CERTIFICATION SHALL BE TO LINE, GRADE. ELEVATION AND LOCATION
• INDICATES BACKFLOW PREVENTER REQ'D OF CUT/FILL SLOPES.
INDICATES REC0,VSrRVCT/0N OF 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100 YEAR 0 STORM
DMIMC WAY OPENI)VOS. FLOWS, ALONG THE TOP OF CUT SLOPES.
14 13 12 ILL 8. FINAL COMPACTION REPORT WBE REQUIRED FOR ALL FILLS GREATER
11 1 7 fi 5 THAN ONE FOOT.
MIN. 8 #1?` 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH
9 �, ¢ / RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY
3' 2' 1 45 ¢6 17 18 LEIGHTON & ASSOCIATES DATED MARCH 25, 1991. TWO SETS OF THE
MIN. ELEV. IS EQUAL TO OR GREATER ¢7 3 N \ 16 25 FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING
DEEPENED I THAN BLDG. PAD ELEV. 2 DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
FOOTING 44 48 1 19 24 2fi RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN
WHEN ' MI ¢2 49 14 DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE
REQUIRED PAS ELEV. 1 43 50 23 27 PRELIMINARY SOILS REPORT.
2:1 MAX. 41 13 20 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT
2' MIN. 2X MIN ?� MIN. U;U 51 \ 12 e� 2122 V 29 28 LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND
'kq,�. 40 •r �. DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO
21 X MAX. 37 / 11 �� t7� BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694-
MIN. 103
31
35 0 34 6411.
PAD ELEV. _ V 36 39 y�/ 9 8 32 11. CUT SLOPES EQUAL TO OR GREATER THAI S' IN VERTICAL HEIGHT AND
[�� FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL
GM I N. 38 -1 'tiV� 55 ��` 35 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE
SECTION "A—A" i')
MIN. � 34 � 54 4F5i PRIOR T% THE APPROVAL oFAND INSTABILITY NFl�NACLOINS ACCORDANCE
ORDINANCE No.
MIN. 56 53 36
N.T.S. 21 X MAX. 33 � ��`� 1 .4�6 4 01 57 52 37 12. NO FILL SHALL BE PLACED ON EXTSTMG GROUND UNTIL THE GROUND
i!l' 95 73 72 58 HAS BEEN CLEARED OF WEEDS. DEBRIS, TOPSOIL, AND OTHER
28 1 38 DELETERIOUS MATERIAL
7� 71
AFTER FINE rL ��' . 29 �, 27 94 70 59 50 39 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, '
GRADE, PROVIDE 30 93 7 6(7 40 THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM
HIGH BY 1' S' 10' MIN. �, 26 /y0 69 49 NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED
HIGH BERM 31 25 2 '�1 68 61 BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL
OR EQUIV. I MUD SILL 2 QQ` 24 12 11 91 79 /
48 41 1
1, 6' MIN. � '7 23 13 10 9088 80 7 fit 42 PERMANERNINT DRAINAGE RTEMPORARY DRAINAGE CONTROLUCTION O
x MAX PAD — 34 22 14 98 81 66 43 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
X MIN. 15 C� 88 45 44
2% MIN. 12 MIN. 35 1 16 �� 7 ADJACENT PROPERTIES.
87 82 65 47 46
t
2 64 15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED
21 X MAX. 36 20 J�`' 1 6 86 83 METHODS.
SECTION " B-B" 19 2 3 4 5 85 84 63 15. ALL EXISTING DRANAGE COURSES ON THE PROJECT SITE MUST `
18 CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.
N.T.S. 26 25 24 22 21 BE USED l'0 PROTECTIVE CT ADJOINAND TEMPORARYING �DRAINAG ES RINPGGISIONS RADINGM� .
23 OPERATIONS.
LOTS ARE INCLUDED 1TEN HS�"1(1-5) SHALLSUBMITTED WITH BY OI S EENNGNNmOF AT � ONE �D FW-
19® ( ) TO E
LOQ NO. ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
INDEX MAP VERTICAL HEIGHT'
SCALE: 1" 200' 16. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFMTM OF
BUIREQUDING IRED.PAD THEELEVATIONS.
(WITH RESPECT TO MEAN SEA LEE
V
UIIREDE SHALL
BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND I
46' ¢¢ SURFACE IS REQUIRED. THE ACTUAL DISTANCE ABOVE THE ADJACENT
GROUND SHALL BE GIVEN.
F.F. ELEV. K j PROJECT SITE 19. EROSION CONTROL- ALL GRADED SLOPES SHALL BE PLANTED WITH
1 PAD ELEV. +
ROSEA ICE PLAIT AT It ON CENTERS OR ANOTHER APPROVED GROUND
1 COVER. SLOPES OVER IT IN VERTICAL HEIGHT. IN ADDITION TO GROUND
COVER. SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR
COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON
I ICENTERS; TREES. 20 ON CENTERS; COMBINATIONS, 15 ON CENTERS.
3 SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
• '� IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C.,
16 G.F. ELEV ' CHAPTER 10.r.
/ S / 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXIL MALLS AT
K - L L NOT LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.R 1W
+
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES
CURB FACE A SIDEWALK SHALL BE PERMITTED.
—� DIRECTION OF FLOW
OF DEEPENED FOOTING SHALL NOT BE SLOPED; 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DEUNEATED IN THE FIELD
NOTE: G.F. ELEV. IS AT THE FRONT EDGE DF SHALL BE STEPPED AT 0.1' VERTICAL INCREMENTS. � � PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
TYPICAL LOT FINISH GRADING 23. APPROVAL OF THEA PLANS BY THE CITY OR ITS AGENTS DOES NOTN.T.S. THE ORCHARDS a "'� RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY
I FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING
CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW
Underground SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: VICINITY MAP AND APPROVAL
9 PRIVATE ENGINEERS NOTE: N.T.S.
ServiceLEIGHTON ASSOCIATES MARLBOROUGH DEVELOPMENT CORP. TME PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR v
Alert ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. .r
Call: TOLL FREE 3934 MURPHY CANYON ROAD 100 BAYVIEW CIRCLE IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR
STE. B 205 GROUP STE. 200011 DURING CONSRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE D o
1 -800-422-4133 SAN DIEGO, CALIFORNIA 92123 Ptu+mr. • >acat>�mrc •�nevt►rn�c NEWPORT BEACH, CALIFORNIA 92660 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS QUANTITY ESTIMATE:
(619) 292-8030 OW Luak Boulevard• Suite C-118• San ni«o. CA 02121 (714) 509-4600 FOR APPROVAL BY THE CITY. 19 LOTS GRADED x 15 C.Y. PER LOT 283 C.Y. �- ' OZIch
WORKING DAYS BEFORE YOU DIG (619) aoo-99oi
L D94-2276R �� I
CONSTRUCTION RECORD DATE BY REVISIONS ATE ACC BENCH MARK SCALE SEALS CESS, Designed By Drawn By Checked By t DrawingNo. v M
i2-l8 MA6 CHAISGE BUILDING FOOTPRINT -LOT Co. of RNEtt9DE s�. No. t-2ti-et " r RECOMMENDED BY• � DATEo I" 14 '� CIT 1 ❑F T E M E C U L A DEPARTMENT OF Pum-m VDRKS !
Contractor 1.5' BRASS DISC IN CONC. CnJM) 1t LWA70 FROM q.
TDO t !04 AND GHAIJC�E BUILDING ELEV. FGR TME ter. OF FRONT ST. a RANCHO CALF. M. t.e Horizontal �` � `� - Plans Prepared Under Supervision Of - /m
LOTS 104,105 1 1'68 w-3 N.E. ON RANCHO �`. RD. 70 W. �TM „ _ y ACCEPTED BY el DATE, N-is- �s PRECISE GRADING P LAN FOR:
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Inspector _ R/NV(PAL LN6/NEER, rc�RC/TYENG/NEER <
YARGAPOTA RD., IN THE N.W. CORNER OF THE W. J ZQQ NO. 43217 c)a
1' E. OF A T diMNIJIRc F7:lrCE. 21' Y 1e' EXP. 3/31/96 Dote /-3l-9.S
N. OFFCEMW EERRUNE�OF R C:'i��. n �' Vertical J►� C,, `�, \r MARY AN . YOUNIS STEs,E^� �' �RESS�'E« CHARD 0 N N A Y HILLS, TRACT 23101 -2 � _ �8
Date C tted CLASS WETNESS POST SET 1' W. OF I�MJMEW. v
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Underground '
Service '
Alert
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Call: ML.L FREE ,
GROUP
Ail _ c • • .
1— �u—�' W40 Lusk Boulevard • Suite C-Lia • Sen Diego. CA 92121
WORKING DAYS BEFORE YOtJ
(619) 660-9901
Lto9¢-;
C❑NSTRUCTI❑N REC❑RD DATE BY REVISI❑NS ACC' ENCH MARK A.SEALS Designed By Drawn By Checked By nrawin4
CO. OF RNERSIDE B.M. N0. T-29-81 AA.
SCALE RECOMMENDED B DATE, 11+-7 - CITY OF T E M E C U L A DEPARTMENT OF PUBLIC VORKS
Contractor 1.5 BRASS DISC T T. & CYLINDER LIF. R . FROM Horizontol Plans Prepared Under Supervision ❑f says
THE INT. of FRONT O ! RANCHO CALIF. RD.. ,.a , ACCEPTED gy► DATE, / PRECISE GRADING PLAN FOR:
MI.'S N.E. ON RANCHO CALIF. RD. TO MIT. WITH
Ifflp lo►• t MARGARITA RD., IM THE N.W. CORNER OF THE Mfr. No. 43217
• E. OF A T ChWNUNK FENCE, s,• x AROUND 1/31/N Dat* ,_,3,- 9S A4 C R4 NEER, Fta?C?YEAlS/NEER CHARD 0 N N AY HILLS TRACT23101 -2
SO. CALIF. GAS V�vES, 40' N. OF P.P. (NO.��94• f 3TEI/EN N! CRE55WEGL
�� CowpRrl�r! GLASS CENTERLIRANCHO CALIF. RD. FlEIVT verticat ' `r MARWAN A. OUNIS g
AW. BITE 9-11Etfv. 111ss.410 ` R.C.E. No._ 43217 Expires March 3L 1996 R.C.E. No. 471A7 Expi. es %'• 3L 1999_ LOTS 1 THRU 7 & 97 THRU 99 PHASE 4 sheet 2
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Call: TOLL FREE GROUP
1-800-422-4133 G • EGII�EERN • a
9540 Lusk Boulevard • Suite C-118 •
0 WORKING DAYS BEFORE YOU DIG (919) 650-6601
- G
CONSTRUCTION RECORD DATE BY REVISI❑NS DATE ACC'4 BENCH MARK SCALE SEAL, ESSI Designed By Drawn By Checked By
17-18 M1AB CHANGE BUILDING FDaTPRINT LOT of Rn�RsoE e.M. NO. t-29--e� � A• r'Y RECOMMENDED _ DATES_
1� �+-�s CITY O F T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing No.
Contractor /60 t ID4 AND CHANGE BUILDING ELET I.5 WI DISC IN CONC• CYLINDER =�!`M FROM
THE KT- of FRONT ST.O RANCHO CALlF• 1.e Horizontal y � Plans Prepared Under Supervision Of ��S �T PRECISE GRADING PLAN FOR:
FOR LOTS 104 105 t 108 mm N_E ON RANCHO CALIF.ARD. ER ACCEPTED B DATES
Inspector V E. OF RD.. IN THE N.W. OORNE7t of ENT. =,30 NO. 43217 P /NC/PAL NG/NEER, FOR C.''YEN6/NEER
V E OF A T CFMrN1.M1( FENCE► 21'L
pCP- 3 31 99N. OF CENTERLINE OF who "D °4• v�rtKa� ; / r MARMIAN K�'Y'0 N S Dnt� /3.,- S Nw �REssw��. CHARDONNAY HILLS, TRACT 23101 -2
batt Comleted wRHESS POST SET 1• w. OF M
AW. DM 9-13--M EM. 0112111.410 ��a` ��� R.C.E. No. 43217 Expires March 3L 1996 R.C.E. No. 471*0 Ems . Oar. 3L MCI, LOTS 100 THRU 108, PHASE 5 Sheet 3 of .