HomeMy WebLinkAboutLot 30-38, 66-72 - Precise Grading GENERAL GRADING NOTES PRIVATE ENGINEER'S NOTE TO CONTRACTOR
I. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR
RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
70. AS AMENDED BY ORDINANCE 457. �. EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
2. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL BE - 1%. TmC A *AY PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
DRAINAGE SWALES SHALL BE A MINIMUM OF 0. 2' DEEP AND BE CONSTRUCTED *OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U. S. DEPARTMENT
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. . ' OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
RELATIONS ' CONSTRUCTION SAFETY ORDERS. ' THE CIVIL ENGINEER SHALL
,� v NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS
3. MAXIMUM CUT AND FILL SLOPE - 2o1 .
�'fs COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EOUIVALENT ALONG THE TOP OF ALL S TE CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
FILL SLOPES OVER 5' HIGH. - RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT CAL rt A CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY c PROPERTY, THAT THIS REOUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL d _ LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND.
INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY
FILLS OVER 1 ' DEEP.
.� 997 a AND ALL LIABILITY, REAL OR ALLEDGED. IN CONNECTION WITH THE PERFORMANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA' S A OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF LOCATION MAP _ NEGLIGENCE OF THE OWNER OR ENGINEER.
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR _ THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO SCALEsI '500, STUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. rDECLULLA RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION
T. PROVIDE A BROW DITCH. DESIGNED TO HANDLE IOOYR 0 STORM FLOWS, OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
ALONG TOP OF CUT SLOPES. N.T.S. °�" SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND
IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT
8. FINAL COMPACTION REPORT WILL BE REOUIRED FOR ALL FILLS GREATER VICINITY MAP LOCATIONS OF ALL LINES AFFECTING THIS WORK. WHETHER OR NOT SHOWN HEREON.
THAN ONE FOOT. �
AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND § saatt-ts SOILS ENGINEER
LEIGHTON & ASSOC. DATED MAY 4. 1988 & MAY 6, 1996. TWO SETS OF
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING ' °s'01'� OWEN CONSULTANTS LEIGHTON & ASSOCIATES. INC.
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS 10065 OLD GROVE ROAD 41769 ENTERPRISE CR. NORTH, STE. 102
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH _8 SAN DIEGO, CALIFORNIA 92131 TEMECULA. CA 92590
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 11Tt-'tf SaaTt-� la�71- (619) 695-3150 (909) 676-0023
aw 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 � '$` o !4471-"
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE .R,o.w: OWNER/DEVELOPER
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING LOW
PERMIT FINAL INSPECTION FOR EACH LOT. w 4!
_ UDC HOMES INC.
UK w4471-4 438 SAN CAEGOO DAL RIO SOUTH STE. 112-8
PHONES (909) 694-641 1 2 t t- .� � (619) EGO. C70
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL aw
SLOPES EQUAL T0 OR GREATER THAN 3IN VERTICAL HEIGHT SHALL BE
ti '�
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM cr. LEGEND
-
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR
TO THE APPROVAL OF FINAL INSPECTION. - !3371-1 27! TOP OF WALL _____________________________________________________________________________________ TW
►0T - - au 1101 BOTTOM OF WALL w
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS � s +� •---------------------------------------------- -------- ---- B
BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS TOP OF CURB ELEVATION
MATERIAL.
al3Trt-t
PADELEVATION ------------------------------•--------------------------------------------------- PE
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, T !3.171-tOJi «�Gd" C0
THE TERRAIN MUST BE CLEARED, KEYED. AND BENCHED INTO FIRM NATURAL FINISHED FLOOR ELEVATION -----------------------------______ FF
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 01F o _ FINISHED GRADE ELEVATION ______•______________________•_-__-___•--_•--.-.-----------------.- FG
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
. * HIGH POINT ---------------------------------------------------------------------------------------- MID
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF _ TOP SLOPE -------------------------------------------------_-------------------_-----------..... TS
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 'f
� s FLOW LINE --------------•-•------•-•----------------------•---•----------------------------------- FL
PROPERTIES. `� TOP OF GRATE ELEVATION TG
:salt-a SITE
----------------------------•---•_-•-•------_--•----•---------------
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. �' i0 !3373 GARAGE FINISH FLOOR ELEVATION
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO !437'1-: EXISTING ELEVATION ___________ •• -
(41.70)
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES \� ' Lot0000 9. Off' ar o FIRE HYDRANT LOCATION -.-.---•_________________________________________________________•___. -f
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 4.
ADJOINING PROPERTIES DURING GRADING OPERATIONS. oT °' STREET LIGHT
------ _ -- -------•----••--•----•--•----------------------- --------------------
o---E
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-
c ---
""* °.�. DIRECTION OF DRAINAGE FLOW ----------------------------------_-_------------_--_•--___ ---
TENTHS ( 1 . 5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE EXISTING DEEPENED FOOTING (6' TYPICAL) ----------------------------------_-_----.----
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
VERTICAL HEIGHT. - RETAINING WALL ---------------------------------------------------------------------------------
18. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT CERTIFICATION OF BUILDING APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS ------------------
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE - - SEWER LATERAL LOCATION _-•_-___-•__•__________________•____-_____________________-____.__ ml
-
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE - �- -P/. !A "� Z `�' _ WATER LATERAL AND WATER METER LOCATION ____-___________________________________ Q
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 2A• '`� 20' .6 tih -9 0-
=
9.q �. z W g ELECTRICAL TRANSFORMER ---------------------------------------------•---------------------
ll I-
FC E A4 A� °� �P W �I o POWER LINE AND HANDHOLES O
19. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA vs F„-g g �, ----------------------------------------------------------------
ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. i INSTALL POLYETHYLENE ' - .� 44- 40 MON. W
SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. I Y2 MN- I op ' S. �N• ¢Z TELEPHONE SERVICE --------------------------------------------------------------_------------ m
COVER PLASTIC JOINT MATERIAL i �w
SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION 'QUICK JOINT' OR EQUAL C ' Mie '"� w �, z W GRATE .-__ ❑
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON I 3 gs ' - - - -
" _ : IA• 9 S 4, MIN. i' � ow
o BLOW OFF VALVE ---------------------------------------------_---------•----------•-------•----
CENTERs COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL - ULA_
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW p p p p p p �C �'1. AIR VALVE --•----•--•-•-•___--•.-•____________________________________ _____ _-_-_-_-•__-•_.
PREVENTION DEVICES PER U. P. C. . CHAPTER I O. R. '
�, TELEVISION PLATFORM _ _ ______ _ _ _ ___________ ___ ______••
X
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 12'0% BACs( WATER VALVE__________________� � ' � , , � � � /���, I B � MA
LESS THAN '/4' PER FOOT FOR A M 1 N I MUM OF 3 FEET. \ \ ��Y/�, /�� MAX GRADED
GRADED LOTT LOT FG.
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE `\ �Y^`�� 1 so I _ _ S - - - - _ _ _ �1 FG. 6' EARTHWORK OUANTITES
2 MIN.
PERMITTED. -
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD I 662 y SEC TION B-8
NO. LOTS CY/LOT TOTAL
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. B NOT TO SCALE 16 15 240
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE SECTION A-A
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE TYPICAL LOT GRADING DETAIL
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. NOT T SCALE
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY NOT TO SCALE
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
F.L. OF PIPE �/2'
ABOVE GUTTER '
CONSTRUCTION NOTES Flow LINE SIDEWALK .5• 4.5 4.5 •0r. 40.0' VARIES
EASEMENT •5' OIOCATES LOT WJMBER C 52 C C
`J
OI CONSTRUCT 12' SOUARE GRATE INLET PER NATIONAL DIVERSIFIED SALE, INC.PART N0.1210 OR EQUAL NDICATES FINISHED FLOOR ELEV. FF-_ I88.7 =88. 3 4 5
FF 8.7 FF 88.T FF----88.T
Q2 CONSTRUCT 6' PVC DRAIN. 6 sm-A
INDICATES PAD ELEV. PE=88.0 PE=88.0 PE=88.0 PE=88.0 PE=88.0
INDICATES BUILDING TYPE I 2
O3 CONSTRUCT THROUGH THE CURB DRAIN PER DETAIL SHOWN ON SHEET I& PER SEPERATE PERMIT. I.OX
� Q 1,.0'1. PAD
Q CONSTRUCT RETAMG WALL BY SEPERATE PERMIT. A. PER PL y
\\VA
." .. ." lAl A VA - 6 PVC El E:1
: (SMOOTH WALL) �Jl/ '.
3'X6' REDUCER -
CORE DRILL CURB (SCHEDULE 40) W/ CLEANOUT
3'MM. PVC Q 27. SECTION C-C
EXIST. CURB X" GUTTER RIGHT OF WAY
AS REQUIRED CURB & GUTTE NOT TO SCALE BUILDING FOOTPRINTS
THROUGH THE URB DRAIN DETAIL '
3 � ., •-' - � (;�� NOT TO SCALE
NOT TO SCALE
PERMIT N0. 97-002 GR
BENCHMARK COUNTY OF RIVERSIDE B. M. T-29-81 DATE BY REVISIONS APPROVED BY: r',�IZtc�c
2 ''/Z ' BRASS DISK IN CONCRETE CYLINDER STAMPED T-29-81 ESTABL 1 SHE BY RIVERSIDE E�wAR� Mc LRATICAN R.C.E. 46804 i�► 3oIt 00 •""1/1 CITY OF TEMECULA
`." :� ramal sT ► ,�-0,�, PLOT PLAN
COUNTY SURVEY. DATE APRIL 13, 1981 . _
DATES REGISTRATION EXPIRES 6-30-99
DETAILED DESCRIPTIONS FROM THE INTERSECTION OF FRONT STREET AND RANCHO CALIFORNIA44k TRACT N 0, 2 3 3 71-3
ROAD, 1 . 8 MILES N. E. ON RANCHO CALIFORNIA ROAD TO THE INTERSECT ON OF RANCHO APPROVED BY: SCALERS NOTED BENCH MARK:
CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N. w. CORNER OF THE I TERSECT I ON I LOTS 30-38 & 66-72 F 2 SHEETS
EAST OF A 7 CHAIN LINK FENCE, 21 X16 AROUND SOUTHERN CALIFORN A. GAS VALVES. 40 SEE ABOVE LEFT
NORTH OF P. P. (NO NUMBER) 94' NORTH OF THE CENTERLINE RANCHO CA I FORN I A ROAD. ArNSIMEEA'- AWJt FILE NO.
SET FIBERGLASS WITNESS POST I ' WEST OF MONUMENT. "- GiTY OF TfMctv[A
ADJ. DATE 9- 13-82 ELEVAT ON 1 128. 410 DATE= ? /� RDN�ttD .1 PAR�s iCGf I�JArt DATE: DEC.. 1996 W.O. FOR: UDC HOMES F.B.
/usr/pro)data/r-prp/d_129T6/976prd3.dpn PLOT DATES 30-JAN-1997 JN 12976
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CONSTRUCTION NOTES
Q CONSTRUCT 12' SOUARE GRATE INLET PER NATIONAL DIVERSIFIED SALE.MIC, PART NO.1210. OR EQUAL
�e 8.1.33 O2 CONSTRUCT 6-PVC DRAIN.
tip• 'S• 95 Q CONSTRUCT THROUGH THE CURB [IRAN PER [IETAt SWM ON SHEET I& PER SEPERATE PERMIT .
96x` KING
Ba.tT . , I� ,
p Q CONSTRUCT RETAMALL BY SEPARATE PERMIT.
45. 73
ro. 14
52. 74 0111
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L.
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/ 971 r 6 CFF=°S. 1 ° , 1 ' �' 1 I \\ 1.:''��••�,� y�,� "-90. 7: ?,
p69 r .� - 6 4 1 02.1 �9 1 I GFF=01.1 ; \ is \ \� 9 -90. T 6'
+°�• 8 l I o , ' 6 J Gal►3 i 6, FL 0 Q I ` � \ ./
(> A.,
3ARI 1 NQ i 5.0 t2• --•---•- .0 \ \
' 1 �r / V O ���• PE-04.5 I FF*03.9 _0 0 0 2
FF.06. 2 I PE 03. 2 1 I67 r 6 6 , � \ � \
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1 Q ��� ,.f.� a I _ - - - •C- �" (AII P, 1•q 1 II 1 I \ \ .30
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\ Loa IN _ / \ lY/ � ,/
1001,
L - - - - - - - - - - - - - - - - - - - - - - -- - t. -.--/ -..-
SD 100I .-I
-- s III .0I
► .•
\ _ _ - - - - SD
-w MI-MEM6-NEM6
.000, -7�- i
8. 60 // / .�'� - - -]
10-1
/.001 1000 000,101 / a
�/�j / DATE BY REVISIONS APPROVED BY:
� Avenue CITY OF TEMECULA
EDWARD MICH R TICAN R.C.E. 4 804 R `'�
/J DAT•Es �. REGISTRATION EXPIRES 6-30-99 � Cal I forma §M? � m-em PLOT PLANS 2
APPROVED BY: SCALE: BENCH MARK: TRACT 23371 -3
/ LOTS 30- 38 & 66 - 72 OF 2 sHEETs
Plf/iv�/�. FiY6/!✓EER FoR I 20
[lyy 49P 7Fi41Ect/c,4 SEE SHEET I OF 2 -T FILE NO.
DATE: t / RZWA-Lo J fir.RK! �� lr1wl�: DATE: 08 JAN 97w.0. FOR: UDC HOMES F.B.
/usr/proldoto/r-prp/d-129T6/976grd4.dpn PLOT DATE: 30-JAN-1997 JN 12976