HomeMy WebLinkAboutLot 12 Precise Grading GENERAL GRADING NOTES
IN THE CITY OF TEMECULA, CALIFORNIA WORK TO BE DONE
1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
33. AS AMENDED BY ORDINANCE 93-04. ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA
2, MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE
PRECISE GRADING PLAN
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. BOOK' ).
TRACT NO. 23371- 14pLOT 12
3. MAXIMUM CUT AND FILL SLOPE - 2:1. I PRIVATE ENGINEERS NOTE TO CONTRACTOR
A
4, PROVIDE 5 WIDE BY I * A HIGH BERM OR E0UIVALENT ALONG THE TOP OF ALL ALL CONTRACTORSND SUBCONTRACTORS PERFORMING WORK SHOWN ON
FILL SLOPES OVER 51HIGH. I OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
/ I
S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT / PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH Q, / I R G AT THE .S. DEPARTMENT OF LABOR AND THE STATE OF
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL y� TEWCLRA / I CALIFORN°tNA DEPARTMENT of INDUSTRIAL RELATIONS CONSTRUCTION
FILLS OVER 1 DEEP. MAY / 1 4SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA•S � .SITE y I IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
� /
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF meq, / 15 I WITH SAID REGULATIONS AND ORDERS.
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR ` s / FURTHER R THAT HA ASS SOLE AND
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO � I CONTRACTORAGREES HES LL Ulr�
'� �, / I COMPLETE RESPONSIBILITY FOR JOB-SITE COND I T I ONS DURING THE
LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. / I COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
T. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR 0 STORM FLOWS. / GOLF C O URS E 16 I ALL PERSONS AND PROPERTY. THAT THIS REOUIREMrENT SHALL APPLY
ALONG TOP OF CUT SLOPES. CALIF A / CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND
/ I THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER OWNER AND CIVIL ENGINEER HARNESS FROM ANY AND ALL
THAN ONE FOOT. �,� / I LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE
/ 17 13 I I PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF SITE RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND 15
Two SETS OF / THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
1998
LEIGHTON d, ASSOC. DATED JANUARY 30. 1 6 I
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING TEIrECULA / _ : F UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
nkyr ""' A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
" :y Yr;
DEPARTMENT MIH I CH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS
KTs• / ASSUMES O LIABILITY S 0 N A T THE EXACT LOCATION OF SAID LINES
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH / V=
- «<
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
r> : I NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
/ '� 1 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 VICINITY MAP I ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE / I EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES
P / 1 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON. AND FOR ANY
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING / 1 O I DAMAGE OR PROTECTION TO THESE LINES.
PERMIT FINAL INSPECTION FOR EACH LOT. loe
PHONE: (909)x694-6411 / 6 I GOLF' COtJRSE
! 20
- � -� � � LEGEND
11 . CUT SLOPES EOUAL TO OR GREATER THAN S IN VERTICAL HEIGHT AHD FILL ! 2 4
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE 7 I
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE_SLOPE FROM 23 I TOP OF WALL ........... TW
8
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 22 BOTTOM OF WALL................................................................................ BW
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 21' � _ ,� I TOP OF CURB ELEVATION-----....--••---•---•----••.......................•--•--•-•----•---•• TC
M
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS EK � PAD ELEVATION ............ PE
BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS U 5 I - ' '
MATERIAL.
IVF 9 FINISHED FLOOR ELEVATION ........................ ._.............. FF
I
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL I5 TO BE PLACED. FINISHED GRADE ELEVATION •..•••----------•---•.••---•_--.-.•-..-..-.-•.-.•.••••....•.•••••- FG
THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL
HIGH POINT .--•--•---••..............................................................•---••----••-- HP
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 4 I
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL* TOP SLOPE ........................................................................................ TS
3I
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF YR �� � ���7 � ._ � FLOW LINE ................•--•-•--.-•------.---.---.................----•-------...........---.--. FL
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD I TOP OF GRATE ELEVATION .................................................................... TG
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT I GARAGE FINISH FLOOR ELEVATION.......................................................... GFF
PROPERTIES.
' I EXISTING ELEVATION ..............•---•--•-•--............................•-•--............. ('9197011
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 2 FIRE HYDRANT LOCATION
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO STREET LIGHTo--
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES "'" --- " --`-`- ""`•-•••••'•-""""-•""""-"""`-"`
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT INDEX MAP DIRECTION OF DRAINAGE FLOW ..............................................
ADJ 0 I N I NG PROPERTIES DURING GRADING OPERATIONS* SCALES 1'= 100' I RETAINING WALL (BY SEPARATE PERMIT) ................................
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- APPROXIMATE LOCATION OF ELECTRIC METER ........................................... Q
TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 1 SEWER LATERAL LOCATION ................................................................... D
VERTICAL HEIGHT.
WATER LATERAL AND WATER METER LOCATION........................
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
ELECTRICAL TRANSFORMER .....-•--•-••---•--•-------...--•-•••------------------•------......
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE I
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN POWER LINE AND HANDHOLES ................................................................ D
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE TELEPHONE SERVICET
---"-----`-----•`-`-'•`-•-•`--'-•"'---'--""'-""""'-"-"-'-"•`-`•--`-
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. �
GRATE-------•...............................................•-----•----•---------••--•-•-........... �
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ROTAL ~~�
" BLOWOFF.............•---•----•--....•--•••••-..........---•----...................----------.....ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. . ALE
SLOPES OVER 15 IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. c DRIVEAIR VALVE
SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION W TELEVISION PLATFORM
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES. 20' ON z "" -""""--"'--"""""""""""" "'---'--•--•-'•"'-"•-'•'"
CENTER: COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL $ BACKWATER VALVE
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW LOT
PREVENTION DEVICES PER U.P.C. • CHAPTER 10-R. W LINE 3'MIN. Cr
W GRADING TOLERANCE NOTE
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT �z 5 Mme. 4A O_ GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1OF THE GRADES AND
LESS THAN I�; PER FOOT FOR A MINIMUM OF 3 FEET. i o z W ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
a 3' MIN, Y o CONSTRUCTED WITHIN 0.5' OF THE LOCATION SHOWN ON THESE PLANS.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 2% M IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
PERMITTED. 1 2r/• MAX• RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD LD 2�i �4X
PRIOR TO CONCENT OF ANY CONSTRUCT I ON/GRADING. GRADED ESTIMATED EARTHWORK QUANTITIES
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE GRADED 60 MIN.-� LOT FG,
THE APPLICANT AND H[S ENGINEER FROM THE RESPONSIBILITY FOR THE LOT FG. NOTES ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY R/W B BACK OF SDWLK PER PLAN A NO. LOTS CY/LOT TOfiAL
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. NOT TO SCALE
�1
A ..... �
INDICATES LOT HUMBER
4�`t►� FF=100.0 3 INDICATES FINISHED FLOOR ELEV.
•� PE-99.3 FF=100.0 FF-�'0 INDICATES PAD ELEV.
CURB ■::: AN FF=100 0 PE=99.3
I 1 PE=99.3 o PE 39.3 , INDICATES BUILDING TYPE
� 2
FS
PER LAN 12.0X r.:
MAX
FG
r LAN LAN AN I % RIGHT OF WAY
.��
1 0 10'MIN (TYP)
TMIN. 13' MIN. 1'/. MIN, � �(n
DIG A
F9 DEEPENED FOOTING
LANQ AS REQUIRED.
CAU UN EXIST. CURB AND GUTTER
TILITY SERVICE POINT LD 99-136 GR
BEFORE .
YOU DIG! BUILDING FOOTPRINTS
TYPICAL LOT GRADING DETAIL
1--800`227-26(1 NOT TO SCALE REK
NOT TO SCALE
ao:so cnaoova Avwu.
Sul". BaavNRGRt 2 �kND SERVICE ALERT ���Cat � ng day pr ek* � am? "m m-em
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEALa VOWESSi Designed by Drawn by Checked by Drawing No.
� 3
COt NTY OF R I VERS I DE B.M. T-29-61 EMR/EH EH EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor
2-I/2• BRASS DISK IN =11C TE CYLINDER. Horizontal �% P epored Under Supervision Of
IN THE N.V. CORNER OF THE INTERSECTION �r No.46804 ACCEPTED Us DATE: p
RD RANCHO CAL I FORA I A RD. WITH FENCE,
R I TA 10=100. PRECISE GRADING PLAN
• o' c L FENCE. Date RONALD J PARKS
Inspector OF�P.P. (AoSNI�ER)7�9�' NORTH of THE CENTER �� J.
PARKS
OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 23371- 14 THE MASTERS
Date C It'd
WITNESS Posr 1.0' WEST OF NONuAEAr, a}'rf �1vn.��,� 46804 6-30-03 LOT 12
ELEVAT IoN� 1126.410 cADJ. l-13-B'21 N/A OFcA�� R.C.E. Ho. Explres R.C.E.No. 19T44 Exptres 9-30-01 1"' Sheet 1 of 2
Gs\d_13212\212PGD55.dgn PLOT DATE:3e-JU1.-I" JN 13212
b1.y I W j 63.0 TG HP ..
61�� .9 F L N 62.3 FL ?
63.0 i I 17
i 36.7' PE=1269.1 24.6
FL I
8.0 FF=1269.8 68.9 1 -
18 63.2 ' 1AR HP i I 16 1 ,,
,I FL
PE=1263.9 � 1 8' S 64 PE=1275.0 �
FF=1264.6 I • FF=1275.7 I r;
4BR I N I 2A
, I s T I
i GF=1269.1 I
68.9
z
rGF=1263.9 I I _......_.._
I I
63.6 I I I I I
63.6 HP
HP I I I I GF=1275.0
� I HP
` � 68.3 TG
i I
61.5 FL - LA
Ln GF=1263.9 6 0 [E t - `` 68.9 Wzl2 9.1 I ' 6T.T IE I
CO V) ,` `r: r: HP -j L6
�- K; - 63.5 C �, ko �� 1� - V cc
No FL 67.1 tO `° - - M...N r; o Ui
\ in at BW 11913.77"
FG '�• LO
LCBW 04 N M ti
4 v � � BW r..
81 6
1.20 F1 CURB 6 GUTTER
LL
r .�--.
9 I 66.96 66.7 IE 72.52 75.66 r
I I150' VC I TC
6.0% TC I 86.00% 1 TC
Ln 14 1 1 15
65.68 65.4 IES 69.88 I 73.60
64.24 I TC I I CURB � GUTTER TC INVERNESS COURT
11 a TC I I TC I I
1.001 7FG�
64.4 65.8 6W 70.00' '` BW 56.31' -\L=42.9 ' 6
FG10
I 1 ' _ . ao
75.3
Ui
-2
,\
70.3 ° c.' FG cc 5
FL J I HP
. o.
I l t l GF=1270.5 i 'tio
I I I I 72.9 73.4
34.5'1 FL FL
I I I GF=1270.5
I , ,� I I .0' 1 �
I59.8 o I I�
I I , r °
HP n I I 69.9 TG I - -
:: ILdI 67.9 IE I I .0
I I21 -4--
12 /
I I 1
I 17.3- I M1274.5
I I in
•9.5 11 FF=1275.2 /
IIII I PE=1270.5
o•1 I I I FF=1271.2 70.3 PI ; 3BR
70.3 1AR HP I I � L
10' DRAINAGE I I HP 73.6 i 13
1 PE=1278.0
EASEMENT FL 6'0 / FF=1278.7 /
0' 70.0 I III 10*1 LJ / 4B /
r.. ..... �
\ _: I I 69.3 TG 74.2
66.2 65.6\FG Hr
68.4 IE
/
i
FG I FL 111 - - -� - - - cc
, p
I I I 1-! S 11; /
I I q qr
qr
1 27.0' 1 11 1I110070.5
70.5 FG F�
7 I I I I I 74.5 74.5
1266.5 I I I TO.00' FCa 69.00'
1267.2 I I
I $ I II 1 139.00'
1A
1 m
HP )66.2 Bi1 1 11 1 66.5 I II
.7FG
10
b /
/
I I I I PE=1274.5
' 66.0 T4.0 Fb I I I r
FL IIII L
II , /
DIG A RT
cU CAUTION:
LD 99-136 GR
BEFORE
YOU DIG! EXACT LOCATION OF EXISTING -
1-800-227-2600 UNDERGROUND FACILITIES IS SCALES 1.- 20Rix E%1NMMM COMMM
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR To �e 100°°° ""'""'
Ca l at Fast 2 working days prior to excavatln% VERIFY I N FIELD. 20 0 20 40 Riverside,nia DoT :soy: m-oro
DATE BY REVISIONS DATE ACCT BENCHMARK: SEAL: Designed by Drawn by Checked by
CONSTRUCTION RECORD SCALE �FEss�q� Drawing No.S
EMR/EH EH EMR RECOMMENDED BYs DATE. CITY OF T DEPARTMENT OF PUBLIC WORKS
Horizontal
Contractor � ��No.��, z � Prepared Under Supervision Of •
SEE SHEET NO. 1 1`=20' Exp.6-30-03 ACCEPTED BY: DATE. PRECISE GRADING PLANS
Inspector Date RONALD J. PARKS
Vertical EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, 23371- 14 (THE MASTERS)
Data Cmp It'd ��rf Cf V 1��d46804 6-34-03
LOT 12
N/A q� �,�.� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 "" Sheet 2 of 2
G:\d_13212\212PGD56.dgn
PLOT DATES 30-JUL-1999 JN 13212