HomeMy WebLinkAboutLot 28-35,39-42 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA
GENERAL GRADING NOTES WORK TO BE DONE
1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX PRECISE GRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA
CHAPTER 33. AS AMENDED BY ORDINANCE 99-23. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE
TRACT NO . 23371 - 9pLOT NOS , 28 35 AND 39 - 42 , STANDARD SPECIFICATIONS FOR PUL "NQRTHWIND PHASE 14 B iC WORK CONSTRUCTION ( GREEN
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE -- 1X•
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED BOOK").
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 0 PRIVATE ENGINEER'S NOTE TO CONTRACTOR
3. MAXIMUM CUT AND FILL SLOPE - 2:1 . ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON I
4. PROVIDE 5 1OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
FILL SLOPES OVER 5' HIGH.FIDE BY ' HIGH BERM DR EQUIVALENT ALONG THE TOP OF ALL �� THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SEFZ SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL TRACT NO, 23371- 10 7J�A�7 1y� � �� � SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
FILLS OVER 1 ' DEEP. 68 7 7 IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S
WITH SAID REGULATIONS AND ORDERS.
ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF � 5 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR
TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO 3 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE
LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. 2 COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF
26 J ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY
. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOIMS. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE
ALONG TOP OF CUT SLOPES. 2 � OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 4 J � a LIABILITY. REAL OR ALLEGED+ IN CONNECTION WITH THE
THAN ONE FOOT. PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY
6 -INDEXJJ MAP, RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF J2 SITE1 "=100' THE EXISTE C
THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED 7 N E AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
JANUARY 30, 1998 AND AS GRADED REPORT OF FINE GRADING AND EROSION - UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER
REPAIR DATED NOVEMBER 2, 1998. TWO SETS OF THE FINAL COMPACTION J
REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH J4 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 25 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT
�2 24 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS �� ALL UTILITY AND IRRIGATION COMPANIES OF THE PRELIMINARY SOILS REPORT. N S PRIOR TO WORK OR
27 21 � EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL A LINES
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 20 AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON. AND FOR ANY
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGEJO � �$
DAMAGE OR PROTECTION TO THESE LINES.
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING
PERMIT FINAL INSPECTION FOR EACH LOT. 19 22
23 ��
PHONE: (909) 694--6411 J J J LEGEND
19 25 31
J a J 5 J b TOP OF WALL ..............•...---------------...-----...------- ---............_.-- -------- TW
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL Jb J7 2 �7 ��
SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE J2 BOTTOM OF WALL_____________ Bw
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
--------------------------------------------------------------
33
EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE TOP OF CURB ELEVATION ---------- ................................................ TC
SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. J 3 PAD ELEVATION ....................
• ............................ PE
34
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS TRACT h n J 29033 FINISHED FLOOR ELEVATION ................... .. FF
. ..
BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS
MATERIAL.
J4 FINISHED GRADE ELEVATION ............................................... FG
�
9 HP
13• IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. J 7 56 �� 5 D 4 a 4-1 �� �.
HIGH POINT
THE TERRAIN MUST BE CL EARED. KEYED. AND BENCHED INTO FIRM NATURAL J6 J -45 TOP SLOPE ______________________________ __ TS
SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 54 ;53 52 44FLOW LINE
REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. J 5 41 ��
42 ------------------ --------------------- ------------------------------------------
FL
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
�� TOP OF GRATE ELEVATION ----------------------------------------------------------------- TG
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD
GARAGE FINISH FLOOR ELEVATION _______________________________________________________ GF
BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT EXISTING ELEVATION ____________________________ .-.--.-------- (9170)
PROPERTIES. 37
FIRE HYDRANT LOCATION --------------••-------------....------------..... ............. ►0+-*�
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
STREET LIGHT ___________________________ .-..__________ a-
16• ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 38
...............
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES DIRECTION OF DRAINAGE FLOW .......................
AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT
9x IST J NO MOE31 LE HO r FIARX SITE RETAINING WALL (BY SEPARATE PERMIT) _______________________________
ADJOINING PROPERTIES DURING GRADING OPERATIONS.
39 APPROXIMATE LOCATION OF ELECTRIC METER ......................................... D
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- SEWER LATERAL LOCATION ................................................................ Q
TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE
ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN WATER LATERAL AND WATER METER LOCATION---------------------------------------
VERTICAL
______________________________________VERTICAL HEIGHT. ELECTRICAL TRANSFORMER .................................................................
o
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING = _ `'� 1"ECLILA �, WAY POWER LINE AND HANDHOLES .............................................................. Q
PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE w- o
ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN LOT amu- SITE 5�' TELEPHONE SERVICE -------------____________________________________________________________ Q
ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE w � LINE 3, MIN. "uj GRATE
-cc5 MIN. �. TRACT N0. 23371-9 °
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ~ Hca a �z � �� �� � � ---�- �-' - - '-----�-�-------"-�-----�-��-----"�-----�-------�'--�
a �� I ;� s AIR VALVE
------------------------------------------------------------------------------•------
19• EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA u- o 0 3' MIN. 1' � o o ~ f`\ TELEVISION PLATFORM .......................... ____ ___ ____ __ _ __
ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. �.. U u
SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. /. MZ 60BACKWATER VALVE ----..•----------------•.----.--..........................................
SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION Z�y MAX• CALIFORNIA AIR CONDITIONER LOCATION
2i Mz �
HEREOF• SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON � H, .y -t TRACT �� �
CENTER; COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL 21� M,qk• 9 , 0OL5 COURSE GRADING TOLERANCE NOTE
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED ANC 'ij q�,r 6 J 2337 1
PREVENTION DEVICES PER U.P-C- 9 CHAPTER 10-R. LOT FG. TRACT NO 4 23371 15 GRAD I NG SHALL BE DONE W I TH A TOLERANCE OF 0. 1 ' OF THE GRADES AND
GRADED 6 MIN, '
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LOT FG. ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE
15 � 62 CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS.
LESS THAN PER FOOT FOR A MINIMUM OF 3 FEET. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE
TEMECULA RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE rA� N.Ts.
PERMITTED. NOT TO SCALE
63
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD ESTIMATED EARTHWORK QUANTITIES VICINITY MAP
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
BACK OF SDWLK PLAN 64 NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES.
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE
CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. F � - - ~ �Jr, NO. LOTS CY/LOT TOTAL
UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY TC A _ - -- 12 15 190
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. PER PLAN �� - ~ _ 1/, MIN,
OPTIONAL 66
•. .' HP b7
CURB : • ,��. o.__ A
FF=100.0 3 INDICATES LOT NUMBER
PE=99.3 2 FF=100.0 INDICATES FINISHED FLOOR ELEV.
FS 10' (TYP) 1 FF=10 0 PE=99.3 INDICATES PAD ELEV. ��
P LAN 12.0% PE:--99.3 3 INDICATES BUILDING TYPE
MAX � z _
PLAN FG FIGO
No I
_ PLA N
I
TC : • �Mr• 5' MIN. 3' MIN. / FIG
?o RIGHT OF WAY
- _�. - - _ _1/. MIN. N 10 MIN lTYP) A
PER PLAN
DIG ALERT
TM G DEEPENED FOOTING '
CD LAN AS REQUIRED.
- UTILITY SERVICE POINT EXIST. CURB AND GUTTER
CALL CAUTION:
BEFORE LD 02-018 GR
YOU DIG! EXACT LOCATION OF EXISTING TYPICAL LOT GRADING DETAIL BUILDING FOOTPRINTS S RICK ENGINEERING ANS1-804-227 2600 u DERGROUND FACILITIES IS NOT To SCALE
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO NOT TO SCALE
Callat least 2 working days prior to excavating. VERIFY IN FIELD.
Sm Dien mvmvI onv4p Phoenix Tucm
1223 University Ave.,Sts.240 Ri.antd.,CA 92507-5419•(909)792-0707•FAX (909)782-0M•mww.rk*u"om
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL. oFEss� Designed by Drawn by Checked by
SCALE RECOMMENDED BY. 3 / DZ. Drawing No.
COUNTY OF RIVERSIDE B.M. T-29-81 M\CHE[ EHP/EMR EHP EMR DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Horizonte I -`' � R
Contractor 2-1!/2 BRASS DISK IN CONCRETE CYLINDER. � 3 � P. s ) repared Under Supervision Of
N THE N.W. CORNER OF THE INTERSECTION w No. 46004 z ^ 3 u
OF RANCHO CALIFORNIA RD. WITH MARGARITA ACCEPTED BY: DATE: Z'
PRECISE GRADING PLANS
RD. I.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH 1 -100 Exp.6-30-03 RONALD J PARKS
Inspector OF P.P. (No )UMBER), 94' NORTH OF THE CENTER � Date O2� TRACT N0. 23371-9
L I NE OF RANCHO CAL I FORK I A RD. SET F I BERGLASS Vertical EDWARD MICR RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS
Date C It'd W I TNE5S POST 1.0' WEST OF MONUMENT. ,4 CI V,�- _ _ L 0 T NOS, 2 8-3 5 AND 39-42
�
N/A 4 A� cat-�Fo R.C.E. No. 46804 Expires 6-30 03 -
ELEVAr I aNw 1128.410 (ADJ. 9-13-a2) R.C.E. No. 19744 Expires 9-30-05 NORTHWIND PHASE 14 Sheet 1 of 3
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1--800-227-2600 UNDERGROUND FACILITIES IS SCALE: V = 20' v RICKG OWPANY
UNDERGROUND SERVI UNKNOWN. CONTRACTOR TO :�� /,
CE ALERT �o , son DIW ��& orerap P'hoeaft Tucson
Ca h at least 2 working days prior to excavating VERIFY IN FIELD. 20 0 20 40 1223 Unimsity Ave.,Sb.2M•IUVGM d.,CA 92507-3418-MM)M-ale -FAX (gM)M-0723•wwwAd mqq mm
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: �FESSI Designed by Drawn by Checked by Drawing No.
�cH EHP/EMR EHP EMR RECOMMENDED BY: DATE: DZ 9
M CITY OF T DEPARTMENT OF PUBLIC WORKS
Horizontal
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ACCEPTED BY:
SEE SHEET NO. 1 10=20' Exp-6-30-03 - Date RONALD J. PARKS DATE. - PRECISE GRADING PLANS
InspectorSEE
�' EDWARD MICR RA ICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT - 31-35 -
,� C�V„ RA N0. 23371 9 LOTS & 39 42
Date Cmp 1I N/A 4�OF OA�.�FcR.C.E. No. 46804 Expires 6-30-03 " 1,�, NORTHWIND PHASE 14
R.C.E. No. 19744 Expires 9-30-05 Sheet2 of 3
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// // MAINTANENCE EASEMENT �'-
f
DIG
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CALL CAUTION: LD 02-018 GR
BEFORE SCALE: 1'= 20'
YOU DIG! EXACT LOCATION OF EXISTING RICK]ENGINEERING COMPANY
1-804-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 sm DIW Itivaside Oranp
a II at least 2 working days prior to excavatln VERIFY IN FIELD.
1223 ilnimsity Aire.,W 20•Riverik CA 92507-3438•(9891782-0707•PAX (909)78247? •.... jkkerW=
DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by
CONSTRUCTION RECORD SCALE Essr Drawing No.
EHP EMR EMR RECOMMENDED BY: -�'>> DL
1CH / EHP DATE. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Horizontal �� �% P Prepared Under Supervision Of
Contractor � t 3 a�-
�i w No. � ACCEPTED BYs DATE: �� `
SEE SHEET No. 1 1'=20' Exp.6-30-03 Date d RONALD J. PARKS - PRECISE GRADING PLANS
Inspector EDWARD MIC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 23371-9 LOTS 28-30
Vertical �4 CiVI�. �zlt _ - T
PHASE 14 Date Cmpit'd N/A Cr C ofcjkR.C.E. No. 46804 Expires 6-30 03 19744 Ex ires 9-30-05 ""' NORTHWIND Sheet of
R.C.E. No. p 3 3 �
G:\d_13212\212pgd209.dgn PLOT DATE: 14-MAR-2002 JN 13212