HomeMy WebLinkAboutTr.32077_0001 gg INTERIM ROUGH GRADING PLAN FOR GENERAL NOTES
OWNER 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE
TRACT NO
32077 ORDINANCES N0. 801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS
AND THE LATEST EDITION OF THE APPENDIX CHAPTER 33.
LA STRADA PARTNERS, LLC � 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE
27128A PASEO ESPADA #1501 74 11 ELSINORE,PRIOR TO ANY OPERATION.
SAN JUAN CAPISTRANO, CA92675 4"� 3. AND DEVELOPER
SELOPEERRT�D�BW HE CON ACT HOURS PRIORTIF ALL UTILITY COMPANIES
PHONE: (949) 488-3800 g�, IN THE CITY OF LAKE ELSINORE
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24
- VACA1pN DR6E HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS.
/1rr"LpptICANT MALT NO. 26 473 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE
� THE CITY ENGINEER.
LA STRADA PARTNERS, LLC
-------""""' 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS
27128A PASEO ESPADA #1501 PROJECT 317E u s16AOA ----------------- _ - - OTHERWISE APPROVED,AND SHALLBE SHOWN ON THE PLAN.
SAN JUAN CAPISTRANO. CA92675 - LOT 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS
ws1A Ta6cu1A I ro• �---T--'
PHONE: (949) 488-3800 '' ,`s`"� OPEN SPACE \ 20 / OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS
-NA S6Q4CA I LOT•N' \ EE \ / - THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE.
°Q wsTA PA111610 BASIN a 1- 19 21 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE
LEGAL DESCRIPTION , / „ \\\\10 _ 6 6 ° ` s BY THE MODIFIED THREE LAYER A.S.LM.D-1557-70 TEST METHOD.
/` 91 HILL -- ---NILFAGID - _ -7 �' 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND
T INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR
BEING A SUBDIVISION OF THE NORTHEAST QUARTER OF SECTION 4, 1 _ -- 98 / 1 TO THE PLACING OF FILL
TOWNSHIP 6 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE MERIDIAN F.O. 46 47 1 /17 / 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL
IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AS SHOWN BY ko o wva1 ,✓ i� 1 PREPARATION OF GROUND IS APPROVED Y THE SOILS ENGINEER.
THE UNITED GOVERNMENT SURVEY. 9N�9 I OPEN SPACE �y� '16 \ 9p I 46 46 iL-7
\ 2S I I r 96 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTER OR WADS AT NOT LESS
I i � i ✓ � \ I THAN 1 2 PER FOOT FOR A-MINIMUM OF 3, THEN 1% MINIMUM TO FLOW LINE
SHEET 77 17 \ 1 49 - 15 I OF EAR SWALE.
BENCHMARK DESCRIPTION VICINP m" _ 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL 29 I 0
I 46 I 14 SLOPE IS LESS THAN 10',AND 2%IF CUT OR FILL IS GREATER THAN 10'.DRAINAGE
_ I SWA4ES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM
NE 1/4 OF SEC 4 OF T.6S, RAW I i/ '��� p6 \ � I - OF 2 FROM THE TOP OF CUT OR FILL SLOPES
RIVERSIDE COUNTY BENCHMARK 3-11-70 LOCATED AT THE NORTHEAST CORNER 1 - �/ /i p9 ps se / s1 49 s1 u 13 11
�� \ \ y I I 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL
OF ALBERTA DRIVE AND LAKE VIEW TERRACE, 121.0 FEET NORTH OF ALBERTA // // / 44 / 81 ss i t4TT a I SLOPES OVER 5'HIGH.
DRIVE, 28.0 FEET WEST OF LAKE VIEW TERRACE, 2.0 FEET NORTHEAST OF THE // I T 4 SPACE r- \
/ // 20 I 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG
CORNER OF A 4.0 FOOT CHAIN LINK FENCE, 1.0 FEET NORTH OF A MARKER 78 es 41 THE TOP OF CUT SLOPES.
POST, BRASS DISK SET IN THE TOP OF A CONCRETE POST AND MARKED 3-11-70. /� �// 82\ \ 19 I 40 68 I I LOT `I
ELEVATION = 1342.56 // 81 79 "H" 1 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED
BO 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING
ACCESSOR'S PARCEL NUMBER /�/// \ 00 64 I AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS
1 / 64 \ (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL
as 66 85 eB / \ 17. GRADING CERTIFICATION BY THE DEVELOPER'S GIVE ENGINEER AND A FINAL COMPACTION
363-020-008. REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING
1 ea 87\ B8 88 6p 66 DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS.
66 6p / 7 18. THE C£OTECHNICAL INWSTGANON TRACT 32077 DATED SEPTEMBER 19,2005 AND THE PREMUMNARY(EOTECHNICAL
EARTHWORK QUANTITIES d �� SHEET 88i q \ 64 / INVESTIGATION FOR PROPOSED WATER RESERVOIR,DATED SEPTEMBER 28,2005 PREPARED BY LAWSON&
- 4 s9 68 6S ASSOATES GEOTECIWCAL CO UING RC SNALL BE COMM A PART OF INS GRAM RAN,AND RAIL BE Will WTH.
RAW CUT: 913,163 C.Y. FILL: 802,777 C.Y. _ d oPDO SPACE I 90m\ \\as 59/ 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
m OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE
REMIDIAL CUT: 136,363 C.Y. FILL: 136,363 C.Y. / �\ 9s LOT ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF AN ELEVATION
WITH RESPECT TO ADJACENT GROUND SURFACE IS REWIRED,THE ACTUAL DISTANCE -
�� 1\\7 SHEET 5 ABOVE THE ADJACENT GROUND SHALL BE GIVEN. s
THE QUANTITY SHOWN ABOVE IS FOR BONDING PURPOSES ONLY. SHRINKAGE, /!/ o° ��7 w / 1aS 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
SUBSIDENSE AND SURFACELOSS FACTORS ARE NOT INCLUDED. THE CONTRACTOR pN !/ m \1 \127 TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
IS TO BUILD THE PROJECT PER PLAN AND BID PER THEIR OWN QUANTITY"TAKE OFF".
21, STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY
9W1a4 126 198 A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND
Ifl ' 98\ \ \ 1s6 FILL SLOPES OVER 30'IN VERTICAL HEIGHT.
SOILS ENGINEER 0 I A 36 1\ ; 99� FOP -LOT 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
LAWSON & ASSOCIATES 1 H R ; -�A� 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE
fl II bVyiiK 1 1 \ CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.
1319 CALLS AVANZADO a8 OPEN SPACE 1\ 101 PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO
O
SAN CLEMENTE, CA 92673 II II 102 ( 15 u9 120 121 PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REWIRED TO BE
PHONE: (949) 369-6141 _ fl II 11 KEYED AND BENCHED.
O 108 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES
I 1a Iup 116 nS 1u 11S A. BACK FIILLHLPOFTIALLLUVIVIAL, COLLUVIALD DURING
NDI TERRACED AREAS AND FANY
NOTICE TO CONTRACTOR „ /I 105 ``� \ SUBSTRUCTURES.
// t pA.BELkA�(�p B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,
THIS PROJECT REQUIRES THE IMPLEMENTATION OF SWPPP'S AS MANDATED - // // 106 BENCHING AND FILLING OPERATIONS.
UNDER THE"NPDES" PROGRAM. A'FULL TEXT OF THE COUNTY ADOPTED "NPDES" 9/d - I\\\ C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL
PROGRAM REQUIREMENTS ARE AVAILABLE IN THE CURRENT EDITION OF b 102 108 log 110 111 112 D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING
ORDINANCE 457. A Per CONSTRUCTION.
25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT
SHEET INDEX _T -I AT 12'ON CENTERS OF ANOTHER APPROVED GROUND COVER.SLOPES OVER 15'IN
22 23 VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED,NTH APPROVED
TREES,SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT 10'ON
SHEET N0. 1 TITLE SHEET n 21 CENTERS; TREES, 20'ON CENTER; COMBINATIONS,15'ON CENTERS. SLOPES OVER
SHEET N0. 2 DE-FAIL SHEET 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW
SHEET NOS...3 TO 7 ROUGH GRADING PLANS CTR.OF SEC.4 1 20 - PREVENTION DEVICES PER UPC.
Iz/19 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE
----- ---- ------- -------- r-/ USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT.
-------------- - ---------
LEGEND T / 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED
TC TOP OF CURB `/ DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK.
TB TOP OF BERM 28 ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS.
FG FINISHED GRADE CONSTRUCTION NOTES & QUANTITY ESTIMATE INDEX MAP 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IN THE RESPONSIBILITY OF PERMITEE.
F.L. FLOW LINE 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.
FS FINISH SURFACE SCALE 1' - 200' 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION
EP EDGE OF PAVEMENT NO. ITEMS QTY. UNIT OF GRADING OPERATION.
1 CONSTRUCT TERRACE DRAIN PER DETAIL ON SHEET 2. 2740 LF 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED
BSL BUILDING SETBACK LINE FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER
2 CONSTRUCT SPLASH WALL.PER DETAIL ON SHEET 2. 8 EA COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE
1200.0 PAD ELEVATION 3 CONSTRUCT TERRACE& DOWN DRAIN INTERSECTION PER DETAIL ON SHEET 2. 10 EA ENGINEER'S NOTE NO.882 PRIOR TO THE APPROVAL OF FINAL INFECTION.
54 LOT NUMBER -4 CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 2. 235 LF 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF
2:1 2:1 SLOPE UNLESS OTHERWISE NOTED CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES
T T ( ) 5 CONSTRUCT 20' WIDE ACCESS ROAD PER DETAIL ON SHEET 2. 700 LF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS; WHETHER OR NOT SUCH z
---1210 ----- EXISTING CONTOUR 6 REMOVED AND DISPOSE EXISTING V-DITCH 470 LF INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL FACILITIES ARE SHOWN ON THESE PLANS.
CUT APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE 35. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED
-o-o�- DAYLIGHT LINE 7 CONSTRUCT CONCRETE BROW DITCH PER DETAIL ON SHEET 2. 3515 CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS PAD,PRIOR TO ROUGH GRADE APPROVAL
FILL 8 CONSTRUCT 2' GUNFfE DITCH PER DETAIL ON SHEET 2. 485 ]LF
F FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCEOF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCEAPPROXIMATE DATE OF: BEGINNING OPERATION: SEPTEMBER 2006
RETAINING WALL 9 CONSTRUCT 'V" DITCH TO CURB OUTLET TRANSITION PER DETAIL ON SHEET 2. 4 A COMPLETION: DECEMBER 2006
OF THE OWNER OR THE ENGINEER.CONSTRUCT EMERGENCY SPILLWAY PER DETAIL ON SHEET 7. 1 S - 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER THAN
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN 200 0 100 200 400 600 3"WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3' OF, FINISH GRADES,
ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS. UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED ;
Underground Service Alert THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT BY THE SOILS ENGINEER.
THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SHOWN OR NOT SHOWN
( IN FEET ) 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN
inch Call: TOLL FREE
ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO �
1 = 200 ft. INSPECTION BEFORE APPROVAL
� THESE LINES OR STRUCTURES. �i
BASIS OF BEARINGS 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED
1-800 BY THE BUILDING DEPARTMENT.
ZZ7-ZF)OO THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE OF THE 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)
NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6, RANGE 4 WEST, S.B.M. PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. tr
AS SHOW ON R.S. 106-33-37. I.E. N89'35'29"E NPDES PERMIT NUMBER: DATE PERMIT ISSUED:
TWO WORKING DAYS BEFORE YOU DIG
CA C618033 10/25/02 o
i
SOURCE OF TOPO SOILS ENGINEER ENGINEERING GEOLOGIST REVISIONS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED Bv: CITY OF LAKE ELSINORE
THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ppd1FESS/pA., --OF
STATE LAWS, AND A PERMIT CAN BE ISSUED. �WQso "Y F� PACIFIC COAST LAND CONSULTANTS, Inc. - n
DIGITAL MAPPING ASSOCIATES, INC.. LAWSON & ASSOCIATES LAWSON & ASSOCIATES PE1�J&d1A0 9 CITII.250966RJE •RSO PL AVENUE,
•SUITE
sURP6YING
ENG96 NG-L6GN AVENGE,SUITE"G• INTERIM ROUGH GRADING PLAN
985 KENDALL DR., STE. A-301 1319 CALLE AVANZADO 1319 CALLE AVANZADO N. 3ts3e MURRIETA,CALIFORNIA 92562 7 -SHEETS
TEL.(951)698-1350
SAN BERNARDINO, CA 92407 SAN CLEMENTE, CA 92673 SAN CLEMENTE, CA 92673 Q/ E,P. 12-31-06 * UNDER THE S ON OF: FAX(95t)698-8657 TRACT NO. 32077
TEL: (909)887-7966 FAX: (909)887-7986 PHONE: (949) 369-6141 PHONE: (949) 369-6141 FILE N0.
DESIGNED BY: DRAWN BY: KEN SEUMALO RCE 56915 DA q�OF Gk1F� PETER G TITLE SHEET o
CHECKED BY: PROJECT MANAGER: CITY ENGINEER RCE No.31538 EXP. 12/31/2009 05