HomeMy WebLinkAboutLot 74-78 - Precise Grading SLOES WN GRADING NOTES
4i ON PLAN ?A ECISA E 19/?A DINi 9 RL A N_ 5' M/N. If1. ALL GRAD/NG SH&L CONFORM TO THE UN/FORM BU/LD/NG CODE, CHAPTER 70,
j
3' MIN. 1' M/N. AS AMENDED BY ORDINANCE 457.
W
2. MIN/MUM BU/LO/NG PAO AND 00WNAG£ SWAL£ SLOPE SNALL BE - 1A;
5' mm.. T)?A C NO& m � DRAINAGE SWALES SH4LL SE A M/N/MUM OF 0.2' DEEP AND SHALL BE
6" MIN. 3' MIN. S/TE CONSTRUCIZrD A MINIMUM OF 2' FROM TOPS OF CUT OF RLL SLOPES
T &
3. MAX/MUM CUT OR FILL SLOPES - 2.•1.
�� -6' M/N. I,IWy T9
PAD EZ 7 C017NERSTONE �9 CommA PROVIDE 5' If70£ BY P HIGH BERM OR EOUNALENT ALONG THE TOP OF ALL
f7LL SLOPES OVER 5' HIGH.
12" MIN. PAD L 1' � � 15'
10' M/ : Z OTS 74 - 78 (MODEZ5) � 5. ALL GR40/NG S/•IALL BE DONE UNDER THE SUPEJPNS/ON OF A GbMPETf7VT
2X M/N. 2X MIN. D SO/LS ENGINEER W iO ShOLL CERTIfY ThAT ALL f 7 HAS BEEN PROPERLY
20X MAX. ZOX MAX I 2w MIN. -6" MIN.
t, s� PLACED AND WIVO SHALL SUBMOT A RAAL COMPACTION REPORT FOR ALL FILLS
2X M/N TOP OF St ORE 5Z. �, CITY t" OVZ7P 1' DEEP.
SHOWN ON PLAN ,
1 MAX �� 1X '{//N ° -�, 6. A REG/STFRED CML ENG/NEER SHALL SUBMIT M THE C/TY OF 1"EMECULA CTION
PAD ELEV. N ENGINEERING DEPARTMENT WR/17FN CER1717C4770N OF COMPLEPON OF ROUGH
N. 71 GRADING IN ACCORD "CE #nH THE APPROVED GR40/NG PLAN PR/OR TO
T5. �: ZoxMAX' 1 " MIN AV , •� a ,� WC/N/TY MAP ISSUANCE OF THE BUILD/NG PERMIT. CERnf7CAnON SHALL BE TO UNE,
�Pse 59 W `� Rt ICt rl , NOT TO SCALE ~E, EZEVA77ON AND LOGA77ON OF CUT/ f7LL SLOPES.
5' MIA 5' MIN AP » Ss u 57 _ � - - \ " S/TE 7. PROVIDE BROW DITCH, DESIGNED 10 HANDLE f00 YR p STORM fZOWS, ALONG
SEC T/ON C- 51 52 u L -V - _ _ - '.( 77 TOP OF CUT SL OPEN
EXTRA DEPTH OF �u 3' MIN. 3MIN. TYPICAL REARYARD GRA011VG r1171 �� �� fe7 \� 8. FINAL COAVPAC77ON REPORT WILL BE REQUIRED FOR ALL FILLS GRE47FR nH4N
FO077NG TO BE j N. T.S. f7 - 170 �7 �� 7Y ONE FOOT
ON 46 �e gel,179
PLANS (rYN?) 44 45 Je I f t so 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WI7H RE00M4fEN/DA770NS OF
21.7THE PRELIM/NARY SO/LS INW577G477ON BY GEOSOILS, INC.
�2 21 164 e� W.O. 1554 1-SD LSI TED 5-2-94.
LESSMc� OR � �� 700 SE75 OF THE RAW COMPACRON REPORT SHALL B£ SV9A1177FD M 7WE
� �� e�
Je ENGINEERING DEPARTMEM WI�,�ICH SA ALL INCLUDE fVUNDA770N DESIGN RE-CII
6" MIN. �V _� M/N o9 .n /� a 1e2 I ev AlfxoA PONS AND CERnf7CA770N mAr GRAD/NG HAS BEEN DON£ IN CowoRM-
PAD ELEV. a I f' ,� �� I e* ANI WITH THE RECOMMENQAnONS OF THE PREUMIMRY SOILS REPORT.
191 I 10. 1HE CONTRACTOR SHALL NOnFY 7W CITY OF 1EMECULA ENG/NfERING
lot
1?' M/N. m fe 100 05 DEPARI EwT, TEZEPHONE (909) 694-6411 AT LEAST 24 HOURS /N ADVANCE
6" M/N.
MAXs
REQUE3'nNG f7N/SH LOT GRAD£ AND DRAINAGE /NSPEC77oN. THIS /NSPEC-
2X MIN. 1. M/N. ,�ST�N� >'� TION MUST BE APPROVED PR/OR TO BUILD/NG PERMIT FINAL INSPEC77ON f 27R
2X M/N. 2X M/N. 2. 1 X 2X M/N.
E4CH LOT
20X MAX. 2•1 MAX. 2OX ,14,E DZ-M OP!D � INDEX MAP 11. CUT SLOPES EQUAL TO OR G?EA7ER THAN 5' /N VFR77CAL HE7GHT AND 4F7LL
Alf AREA T" - 200' SLOPES EQUAL TO OR GREATER 7N4N 3' /N WR77C4L HE7GHT SHALL HE
SEC T/ON B-B _ - - PLANTED WITH GRASS OR GROUND COVER 70 PROT!-CT 71'1£ SLOPE FROM
N. T.S. / - ' \ EPOS/ON AND INSTABILITY IN ACCORLWNCE WTH ORD/NAWCE 457 PR/OR TO
V THE APPROVAL OF f7NAL INSPEC770N.
�"X�ST/NG 12. DUST SHALL BE CONTROLLED BY WA1FR/NG OR 07'HER APPROVED METHODS.
- ------ ------ ------- ----- - -------- \.
D�Y�LOPED f.r RN/SH GRADE- SHALL BE SLOPED AWAY FROM ALL EX7£R/OR WALLS AT NOT
AR \ LESS TNA 1/4" PER FOOT FOR A MIN/MUM OF J fEZ
14. A REGISTERED CML ENGINEER SHALL SUBMIT CERnf7C4nON OF BUILD/NG
.j. PAD EZEVA77ONS. WHERE SPECZF7C EZEVA77ONS ARE REOU/RED, 7N£ EZEVA-
I 77ON (W7TH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN f-LEVA-
Q� 77ON W/7N RESPECT TO ALL14CEN T GROUND SURFACE /S RE-OU/RED, 7NE ACRIAL
i I D/STANCE ABOVE 7HE AL4IACENT GROUND SH4LL BE GIVEN.
_ ��J i FLFV 4r�Ev LEGEND -10" 15. EROS/ON C0N7ROL.• ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12' ON cfwmS OR OTHER APPROVED GROUND COVER SLOPES' OVER
N7RE HYDRANT
15' IN VFR77CAL HEIGHT, IN ADID/nON TO GROUND COVER, SHALL SE PLAN-
lED WITH APPROVED 1REE3; SHRUBS; OR COMB/NA710N 17�1EREOF. SHRUBS
k S7N£ET LIGHT --e 30'-O" SHALL BE PLAN7TV AT 10' ON CENTERS, 7REFS, 20' ON CENTER, COMB/NA-
nONS, 15' ON CENTFRS. SLOPES' OVER 4' /N VFR77CAL HE70HT SH64LL HAVE
B k B WA1ER SEIPNCE �- PERMANENT IRRICA17ON SISI IS WITH BACKFZOW PREVENnONV DENCES PER
AL A U.P.C. CHAPTER IO.R .
SEWER SERVICE
16. ALL PROPERTY CORNERS SHALL HE Ctk ARL Y DIEZINE47FD /N THE F7EZD PR/OR
F DEV FIN/SHED fZOOR F.F. Cava P'w
OHC. PAD TO COMMENCEMENT OFA" CONS7RUC770N/GR4D/NG.
J 20' B.S.L. , f7N/SHED GRADE F.G. b `3X`3 (3X4 J
�)�' I �. . ���' f7N/SH SURFACE F.S. o, 17. APPROVAL OF 7HESE PLANS BY 1HE CITY OR /TS AGEN7S DOES NOT REZIEYF
I �� �J h A.C. PAD O I COAV R,AO 7HE APPLIC4WT AND HIS ENG/NEER FROM 7NE RESPOIVS/B/L1 Y FVR THE COR-
L �L ° FZOW LINE F.L. (3'X3) Inn (3'X3) REC770N OF ERRORS OR OM/SS/ONS DISCOVERED DURING CONS71PUC770N. UPON
GARAGE fZOOR G.F `F REQUEST, 7HE APPROPR14TE" PLAN RENS/ONS SHALL BE PROMP7Z. SUBMITTED
F° HIGH PO/NT H.P. C. PAD TO 1RIE C/TY ENG/NEER fZSR REVIEW AND APPROVAL
CURB FACE: FL SIDE_WALK PLAN 1 PLAN 2 (3,X3) PLAN 3
INVERT INV. (-3 )
TYPICAL LOT PAD EZEVAnON P
TOP OF CURB TC. EARTHWORK QUANT/TIES
F/N/SH GRAD/NG TOP OF GRAIF I:G
NO SCALE TOP OF WALL __- T.W. __-
CONC. PAD CONC. PAD
DEE"PENED F0017NG (3X7) A.C. PA O (3.X5) CUT 100 CUB/C YARDS
N01ES (DEPTH AS N07FD) f7LL _ 40 CUB/C YARDS
SLOPE ___ ______�__= HOUSE FOOTPR/NTS (MODELS ONL Y>
1. SEC770N "A A" APPLIES' WHEN THE D/fFERENCE /N T.. _ 20, EARTHWORK QUAN77TES NOTE'
EZEVARONS EXCEEDS 1.0: DIREC77ON OF DR4/NAGE -
2. SECTION "III APPLIES WHEN IJ5/E D/fFERENE CPAD
IS
ELEVA110NS /S 1.0 OR LESS AND THE EXTRA DEPTH OF RFMIAtYNG WALL 7WABOVE LISTED OUANTT/IES- REFZECT THE ENG/NEER'S
fZ7077NG /S SHOWN ON 7W GRAD/NG AND 577?UC7UR4L PLANS. ESRA647F OF THE AC7UAL PVLUMES OF AMrT?/AL CUT
DEPTH OF f 0077NG /S SHOWN ON THE GRXD/NG PLANS. AND FILLED. THESE OUAM777ES ARE FOR fS77M477NG
CONSTRUCT/ON NO TES & QUANT/T/ES BENCHMARK DESCRIPTION AAD BOND/NG PURPOSE ONLY. CONTRACTOR IS
3. /N NO GAS£ SHALL 1H£ S7�YAL£ fZOWL/NE BE LOWER n�4N THE RESPONS/BL£ FDR COMPU77NG HIS ON'N Q(AWTTTIE;S' FOR
BOTTOM OF FOOLING W17H/N 5' fROM 7NE BU/LD/NG UNE. CONTRACT PURPOSES, SHRINKAGE, SUBSIDENCE AND ANY
EZEVA770N.- 1052.514 LL47r. 9-13-82 REMOVALS ARE BASED ON f7EZD LIAM OBTAINED FROM
4. PROVIDE 5' WIDE BY 1' H/GH BERM OR EQUIVALENT ALONG THE SOILS ENGINEER AND ACTUAL f7EZD COND/77ONS DURING
INE TOP OF ALL FILL SLOPES' OVER 5' HIGHR/VFRS/DE COUNTY DESIGN4770N- T-2-81 STAMPED ON 2 & 1 ?" BRASS CONSIRUC770N MAY VARY.
0 A.C. PAVEMENT J,583 S.F. DISK /N CONCRETE CYUNDEIP. .3.4 MILES SOU7HE4S7ERN ON HWY. 79 fROM
2O S7R/P/NG 90 L.F. THE INTFRSECRON OF MAVN STREET AND FRONT S7REF7 /N IEMECULA. AT
SOUTHWEST CORNER OF THE /N7FRSE"CT70N ON HW .. 79 AND AARGARITA
O H/C LABEZ I EA. ROAD. 109' SOUTH OF THE 571 PEST CENTER UNE OF HWY. 79 AT rm£
NORrHE45T fENCE CORNER OF 6' CNA/1V LINK fZ7VCE AROUND WEZL S17F
O 3" P.V C. PIPE 60 L.F. 9' SOUTH AND 2' £AST OF NORLHEAST FENCE CORNER.
OS REDWOOD HEADER 738 L.F.
Underground Service Alert
6 CURB CORE PER C/Tt'.S7Wma,9RD(SfPARATE P£R,*10 5 EA. SO/L S ENG/NEER OWNER Df V1 Z OPER
0
C&L BEFORE YOU DIO O FENCE (PER LANDSCAPE PLAN) G£O 2!o&s', /NC. VAN DAELE DEVFZOPMENT CORP.
CALLMLL FRS O CDNCRE7F (PER LANDSCAPE PLAN) 5751 PALMER WAY, ZD 2900 ADAMS STRErT, SU/TF C-25 LD 9 6-0 01 G R
C.ARLSBAD, GA 92008 R/VFRS/DE, C4 92504
1 -800 (619) 438-3155 (909) 354-2921
[-ANDDEVELOPMENTPMENT CONSULTANTS422-4133
CIVIL ENGINEERING LAND SURVEYING LAND PLANNING
TWO WORKING DAYS BEFORE YOU DIG (\UWG\95130\-3-MPG1.WG 1-12-98] 3730 NELSON ST.,STE. B, RIVERSIDE, CA 92506 (909) 684-9615
01111110
CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH MARK Designed By Drawn By Checked By
SCALE QRDF �O,y�! RECOMMENDED BY: DATE: -'X. CITY OF TEM EC U LA DEPARTMENT OF PUBLIC WORKS Drawing No.
St. kContractor Horizontal Plana Prepared Under The Supervision Of
r y -
Inspector (L/sTED ABOVE) AS SHOWN ' ""� ' `� AccEPED TDATE. -?'�� PRECISE GRADING PLAN - TITLE SHEET
dc EqL ~" Ao �- ?
Date �-�. -/O W. CRESSWELL
Vertical * �r - PRINCIPAL ENGINEER. FOR CITY ENGINEER TRACT NO. 23267-3 „ CORNERSTONC'
Date Completed l,1j CI 1 Q� JAMES E. MUWNS
f OF cNV�l R.C.E. No. 33365 Expires 6-30-98 R.C.E. No. 47180 Expires: 12-31-99 LOTS 74-78 (MODELS) Sheet 1 2
NDS 201 BA SIN
W/6"/ GREEN GRATE
f NDS 50 MFGR"D BY
NATIONAL D/VFR0/f7ED SALES
(818)991-5000
2
J
�l3 4" TO 3" REDUCER 108.88' 130.07' kg ' 90.00' 1r
' 00.
will c}-- - - 1 — - - - - - - - - _ 1
f7N/SH GRADE
�\
7 H.
Ile — P _ _ _ 900.
_
OUTLET THRU6 8�� 4 64.53 .G. 8 d O 8 o
CURB CORE O _ 1 p� � 6y•G• I
3"/ PIPE TO CURB f H.P.
ALL PIPE WTH/N R/GHr f�
OF-WA Y TO BE 3"0 q�� 1 Q" �, 0 , • 1
4 / PIPE SCHEDULE 40 P. V.C. v ! Q 64 9
1 Gi
15564 ` I
H.P. 1 I
D1E7�4�L A O�IJT A T 11o�
NO acs ! ���` � 1 L -�
g0' 1
6-1
I
DRAIN PIPE LEGEND & NOTES
63.93 IN T• ¢ ��� 10/ 1
XX RATE OF GRADE I \ .9 �� 6� Op 6 ;.�� . 4 1 64
A.B.S OR P. V.C. DRAIN PIPE 6,� �j. +� 6.3• • 64. HAND/GAP LICESS Tt�/LET
XC PIPE DIAMETER s'�iVv v� ,,�. T C• 4 //vV �,L E` Z 65 1 ON A.C. LAB2.
I
0 6"0 A TR/UM GRA T£ ON SPEE-D-BASIN — — — —— j \ !N 62.
6 80 f L `�o ` Cp• . 00 F S I
COLOR.• GREEN I 61.81 F L. gJ 1N y, �'-
BY NA 77ONAL D/VERSIFIED SALES OR APPROVED EQUAL I \ 61 �� 62 79 F l.• o> Q f 5• f 5
9"1 FLAT GRA TE ON SPEE-D-BAS/N
COL OR. GREENI 6 1 ,
B Y NA 77ONAL DI WRD/f7ED SALES OR APPR 0 PED EQUALFENCE
\ o 2 5 5 5 5 1 N't�0 SCREEN I
• CLEAN "A
OUTIPEDUC£R, SEE DETAIL " ABOVE I \ N c o �" •� f 122.64SALES TRAILER 1 I
ALL XNC770N5 AND CHANCES OF � I tO � ti w N� C 4i (r0 BE REMOPED
D/R£C770NS TO BE MADE WITH SWEEP h I 7 7 �` n o V �' (PON COMPLETION 1
ELLS OR 45' I �l i ��',�V• v OF A�DDEZS) 11 I
DRAIN AND PERFORATED PIPES SHALL
BE P. V.C. OR A.B.S SDR 35 I \ I
PAA*7A0G SIGN
ol
8
� 7N\
T.C. — I
6 D07TNG G11 L'W BM
& LOC& DIEPR=10N I
\` PER STl?EET AMPROVE711ENT
i I
I
CONSTRUCT/ON NOTES PUNS 72 \� tiG
all \
1O cowsmucT 2 1/2" OVER NA 77 k A.C. PA 11WEN7 I —
20 INSTALL STRIP/NG i \� •�V T — —
OINSTALL H/C LABEZ
O4 INSTALL .T" P. C.V PIPE 7
A) �}
SO INSTALL REDWVAD HEADER \
\ q. J.
6 CONSTRUCT GY/RB CORE PER CITY STANDARD SEPARi PERI►f/T)
7O INSTALL FENCE (PER LANDSCAPE PLAN) \ \ / /
8O CONCRETE PAD (PER LANDSCAPE PLAN) \ \ -•� /
DEA OTFS LOCATION OF EXISMG \
D£ ESSED CURB. \ ,
O 5 10 15 20 40 60 80
Underground Service Alert SCALE 1' 20'
CALL BEFORE YOU as
CAULMLL FREE LD9 6 —001 C R
1 -800
422-4133 LAND DEVELOPMENT CONSULTANTS
WAL ENGINEERING LAND SURVEYING LAND PLANNING
TM WORKING QAC BEFORE YOU pq [\PWG\95139\-3-MPc2.DWG 1-12-"1 3730 NELSON ST.,STE. B. fi]VERSI lE. CA 92506 (909) 654-HIS
CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' BENCH MAR Designed B Drawn B Checked DrawingNo.
E MU
SCALE �D �D��� RECOMMENDED BY: DATE:-/- - CITY 0 F TEM EC U LA DEPARTMENT OF PUBLIC WORKS
- ' ( �^
Contractor Horizontal „� '' Gy=s� Plans Prepared Under The Supervision Of
W ' Hill MM
N ACCO BY: - °ATi`a.Z*-'� PRECISE GRADING PLAN
Inspector (SEE SHEET ) AS SHOWN 6,• ` W. CRESSWELI
Vertical 4L �! - G Date ���i�96 PRINCIPAL ENGINEER, FOR CITY ENGINEER TRACT NO. 23267-3 P' CORNERSTONr'
Date Completed T C1 V1 �•1• JAMES E. MUWNS
E OF CEo R.C.E. No. 33365 Expires 6-30-98 R.C.E. No. 47180 Expires: 12-31-99 LOTS 74-78 (MODELS) Sheet 2 of 2