HomeMy WebLinkAboutLot 1-4, 11-13 - Precise Grading GENERAL GRADING NOTES
PRIVATE ENGINEER' S NOTICE TO CONTRACTORS
r I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK SHOWN ON OR
70. AS AMENDED BY ORDINANCE 457. RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
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5~ • :A EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1%. TEMECULA WAY PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE
DRAINAGE SWALES SHALL BE A MINIMUM OF 0. 2' DEEP AND BE CONSTRUCTED ' N� SAFETY
HEALTH
ALIFORREGULATIONS'
OF THE
IU. S. DEPARTMENT
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. LABOR OF
q RELATIONS 'CONSTRUCTION SAFETY ORDERS._ ' THE CIVIL ENGINEER SHALL
3. MAXIMUM CUT AND FILL SLOPE - 2@1 . NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUB-CONTRACTORS
�s ! COMPLIANCE WITH THE SAID REGULATIONS AND ORDERS.
4. PROVIDE 5' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL r+ a1T E
FILL SLOPES OVER 5' HIGH. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
'
RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT CAL RN1A CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY A. - PROPERTY. THAT THIS REQUIREMENT 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,
FILLS OVER I ' DEEP. �4,Q Em INDEMNIFY AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS FROM ANY
AND ALL LIABILITY. REAL OR ALLEDGED. IN CONNECTION WITH THE PERFORMANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S RANG '�i� OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OFp LOCATION MAP ! •1 NEGLIGENCE OF THE OWNER OR ENGINEER.
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO (5 SCALE: I'=500' THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND UTILITIES OR
LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES.
TEMECULA STUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE
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 RECOMMENDAT1ONS OF SOILS ENGINEER
THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND * § !3371-ta
LEIGHTON & ASSOC. DATED MAY 4, 1988 & MAY 6, 1996. TWO SETS OF ! s
THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING ""001m OWEN CONSULTANTS LEIGHTON & ASSOCIATES. INC.
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS 10065 OLD GROVE ROAD
4 , 41769 ENTERPRISE CR. NORTH, STE. 102
AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH SAN DIEGO. CALIFORNIA 92131
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. S' ' -• X1_13 !3371-16 !3371-1 TEMECULA. CA 92590
(619) 695-3150 (909) 676-0023
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24
�oewt v
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE ` la371-1i OWNER/DEVELOPER
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
PERMIT FINAL INSPECTION FOR EACH LOT. 1 '
`x TEMEKU HILLS PARTNERS, LTD.
lb
PHONES (909) 694-6411 �� �`` k 23371-4 2727 HOOVER AVENUE
�A - - SITE
NATIONAL CITY, CA 91950
II. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL o.� =
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROMcr
LEGEND
I EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR �Oaf� .
TO THE APPROVAL OF FINAL INSPECTION. 23371-1 TOP OF WALL __________________________________________
r - a 2337Y -----------•----•---•---------------------- TW
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS , II Ty' n"M001 " BOTTOM OF WALL ______________________________•__-_-_•_.--._.-__-.------_-__--.__-.__---------- BW
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS '
MATERIAL.
TOP OF CURB ELEVATION --•----•--------•-------------------•-------------------------------. TC
!3371-6
BUILDING PAD ELEVATION -------------------------------------------------•-----••--------•--- PE
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, FF=41.4 �e ' r T !3371-16 '0"O°"�
0 cc FF
THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL •9 c FINISH FLOOR ELEVATION ------------------------------------_-------------------------------
SOIL FOR FULL f SUPPORT. PREPARATION SHALL BE APPROVED BY A , W FINISH GRADE ELEVATION -------------------------•----•-----•-•------------------------•----- FG
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
I 39 t 2 HIGH POINT OF SWALE --------•-----------------------•--------------------------------------- HP
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14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF , Mo TOP OR TOE OF SLOPE TS
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT ' ; ' FLOW LINE _________________________________________________________ .__---_---_--_-_----__-__ FL
PROPERTIES.
T. ✓ 23371-3 TOP OF GRATE ELEVATION TG
7
t 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. « ate 23373 GARAGE FINISH FLOOR ELEVATIONGFF
----••-----•-•-----------•-----•- •----•-••---•------
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 2=1-2 FLOOR PLAN DESIGNATION _______________________•._.--._.._._.--_.-.___-_-.__________---_•... 2A
FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES 3 ,o, Mo, s sw c� EXISTING ELEVATION (91.70)
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
ADJOINING PROPERTIES DURING GRADING OPERATIONS. _ CT_ �� T O? W
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' 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- LOT GRADIN LOT NUMBER� ----------------------------------_.__--------------_----------------------------_
TENTHS ( 1 . 5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN (TYPICAL) FIRE HYDRANT LOCATION _.________•._._._-•_____________•__-_-------__-___--____----_..___.__.
VERT I CAL HEIGHT.
•O•
40.0' 40.0' 40.0' 1 STREET LIGHT o-
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING R
2.5' DIRECTION OF DRAINAGE FLOW ----•-------•--------------------------------------------------
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ---
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN EXTENDED FOOTING (6' TYPICAL) (EXISTING)--------------------------I--------._______-_--
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE RETAINING WALL __________._
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. -----------------•---•--------------------------------------•---•----
19. EROSION CONTROLS ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA Int MIN. INSTALL
INSTALL POLYETHYLENE PLASTIC JOINT MATERIAL LOT APPROXIMATE LOCATION OF ELECTRIC METER AND GAS METERS __________________
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ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. COVER *QUICK JOINT' OR EQUAL 4 o LOT o LOT SEWER LATERAL LOCATION _______________•___-._-_--------_•_---____-_-__________._-._--._-_.
SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. II ; 12 '^ 13
4 SHALL BE PLANTED WITH APPROVED TREES, SHRUBS. OR COMBINATION WATER LATERAL AND WATER METER LOCATION ________________________________ Q
THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERSo TREES. 20' ON • • p - • p T p p p ,
CENTERS COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL ELECTRICAL TRANSFORMER ___________________________________________________________________
•
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW o , o °! o - POWER LINE AND HANDHOLES ----------------------------------------------••-__-__._.-_---__ Sil
PREVENTION DEVICES PER U. P. C. . CHAPTER I O. R.
• - \�/h c z b z b c TELEPHONE SERVICE ---------------------------------------•--------•----------•---•---•--------
I - ID
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT �`� �VY�j �,, �+ N - - - - -1- - N M GRATE 0
LESS THAN 1/4' PER FOOT FOR A M I N I MUM OF 3 FEET. `' - _ _ - - - - - - ------------------------------------•--________________.________.______________..________._._
VALVE ----------------------------•---------------------------------------------••.-.
2' MIN. • .
-• - . , BLOW OFF
I 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 9. 6' 9. LOT LINE 2.5' 6.0' SIDEWALK LOT LINE AIR VALVE ___-___•__ __ 0
1 PERMITTED. SIDEWALK-/ EASEMENT EASEMENT - -•-----------------------------------------------------------------•-_--_-.
TELEVISION PLATFORM ----------------------------------------•---------------------------•-- 0
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD 109.0'
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SECTION A-A 35.01 ,
35.0
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. z a Z ca
t
UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LOT I =i o LOT N o
w $0� ,� LINE � N0 0
W U
7 4• , LOT LOT ,� Z 5 MIN. Q jr ca W
SIDE ALK .5' 3 ui 2 v LD Q a``' cr Q Q w
2 o an " I i' 3' MIN. C' W
F.L. OF PIPE / EASEMENT ,� 3
MIN. o
ABOVE GUTTM FF
-)
FLOW LINE ra ?lY
SLOPE Mei 21'X• FF
PER PLAN
6' MA
b o Z C)
• _ MIN.
6' PVCcw
(SMOOTH WALL) - - - - - - - - - -�- - - -
3'MIN. PVC 30X6' REDUCER . ` - =-•-- - =- -- - =- • . - - ---� • • • - - - SIDE LOT LINE -
CORE GRILL CURB
(SCHEDULE 40) WITH CLEANOUT
AT 2.OX SIDEWALK EASEMENT
AS REQUIRED EAS LOT LINE TYPICAL SECTION
CURB � GUTTER
N.T.S.
THROUGH THE CURB DRAIN DETAIL MODEL FOOTPRINTS
3 N
_ NOT TO SCALE NOT TO SCALE
PERMIT N0. LD 95-174 GR
€ B.M. T-29-81 DATE BY REVISIONS APPROVED BY: �T7Tr•v OMMM CITY OF TEMECULA
BENCHMARK COUNTY 0 RIVERSIDE B. 1�iL.,A
40
~ 2 'y2' BRASS DISK IN CONCRETE CYLINDER STAMPED T-29-81 ESTA L i SHED BY RIVERSIDE Eo ARo M. RAT AN R.C.E. No. 46604 3050 Chicago Avera-
COUNTY SURVEY, DATE APRIL 13, 1981 . R v:.i°d:,
DETAILED I �- _-� PLOT PLAN I
LEO DESCR PTION FROM THE INTERSECTION OF FRONT STREET AND RANCHO CALIFORNIA
DATES REGISTRATION EXPIRES 6-30-99 ���*«*+�a mor r9os► m-o�or
ROAD. 1 . 8 MILES N. E. ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO APPROVED BY: /� SCALE: BENCH MARK: TRACT N0. 23371'1
CALIFORNIA ROAD AND MARGARITA ROAD. IN THE N. W. CORNER OF HE INTERSECTION I ���''""' ,� OF 2 SHEETS
EAST OF A 7' CHAIN LINK FENCE. 21 ' X 16' AROUND SOUTHERN CALIFORNIA. GAS VALVES. 40' LOTS I-4 AND II-13
NORTH OF P. P. (NO NUMBER) 94' NORTH OF THE CENTERLINE RANO 0 CALIFORNIA ROAD. "Cl1o ��- 'T� FILE N0.
SET FIBERGLASS WITNESS POST I ' WEST OF MONUMENT. DATE: � �/'� R.GC�E. w. /x'74¢ iitl. ��9 DATE: FOR: F,g,
ADJ. DATE 9- 13-82 E EVAT I ON 1128. 410 W.O.
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CONSTRUCTION NOTES
APPROVED BY: n,,�.�� �-+�
OI CONSTRUCT 12' SQUARE GRATE INLET PER NATIONAL DIVERSIFIED SALE, INC., PART N0. 1210. DATE BY REVISIONS �FJCK COMT*M CITY OF TEMECULA
- 3050 rn I cogo Avera»
' PV DRAIN. EDWARD M.RA IC AN R.C.E. No. 46804 �► Sul" I°o
Q CONSTRUCT6 C �_ _.1 PLOT PLAN 2
A I wrs 1 Os-
O3 CONSTRUCT THROUGH THE CURB DRAM PER DETAIL SHOWN ON SHEET 1. DATE: � REGISTRATION EXPIRES 6-30-99 Coltfori1O 'n0' �'0" m-o�or
SCALE I' = 20'
4 CONSTRUCT RETAMING WALL BY SEPARATE PERMIT. _ .. -. � APPROV D SCALE: BENCH MARK: TRACT NO. 23371-1 O •�-J �►. — LOTS 1-4 AND II-13 of 2 SHE
05 CONSTRUCT 4'PVC UNDER SIDEWALK DRAIN. 20 Q 20 40 60 CIT G EER - CIT 44F T ��IIl
CIT
- J4,19 EKG . FILE N0.
DATE: tL R�•�• �• / � ��fo/ DATE: W.O. FORS McMILLiN F.B.
PLOT DATE: 8-JAN-1991 JN
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