HomeMy WebLinkAbout719-18 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES N0. 801 AND 882 AND �7-
APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UBC, CHAPTER 33. ��� EI ( a +�a � �, ,y1+�® sE;l 9 a"'Q} �,'� 3 74
2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATION. iU? 3j '/�� '��`°] L " ``�.i•+ N o
3. 48 HOURS PRIOR TO GRADING.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA ALERT(1-800-422-4133) IF
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4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGNEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. -.-A CANYON
LOTS I - 25 223-302 AND 330-401 15 HILLS R NQEWPDRT RD
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. ,
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6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN. [!T3 (�'� I� � � � r �, p G� RD- O
7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWNL LA ON THE PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. �� 1E �I. �O5 RD SCOTT RD
B. FILLS SHALL BE COMPACTED THROUGHOUT TO 909 DENSITY AS DETERMINED BY THE MODIFIED THREE-LAYER ASTM 0-1557-70 G•....�it J-'�S S - /�1,1 OTTONWOOD
TEST OD.
BUNDY- CYN. CYN. RD
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND CLINTON KEITH RD
APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL _F_ROSION CONTROL NOTES: NOTIFICATIONS
10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED NOTE: THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES
BY THE SOILS ENGINEER. A. IN CASE ON EMERGENCY CALL DENNIS R. SMITH FORTY-EIGHT(48) HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION. LT i
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2 INCH PER FOOT FOR A MINIMUM (Responsible person A7 (909) 739 0458 CITY OF LAKE ELSINORE 1-909-674-3125 I N
OF 3 FEET, THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE Q
12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 70 FEET,AND 29.IF (24-hr. phone no.) GENERAL TELEPHONE 1-800-422-4133
CUT OR FILL IS GREATER THAN 10 FEET DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5 F007 DEEP AND CONSTRUCTED A B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND - ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-909-674-3146
MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FlLL SLOPES. INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.
13. PROVDE 5-FOOT-WIDE BY 1-FOOT HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5 FEET HIGH. 29242 03/31/07 SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 THOMAS BROS.MAP PG.28,GRID D4.
SOUTHERN CALIFORNIA EDITION COMPANY 1-800-684-8123 VICINITY M A P
14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100-YEAR STORM FLOWS,ALONG THE 70P OF CUT SLOPES. (Slgnalure RCE N0. Expiration Date
MEDIA ONE CABLE TV 1-909-674-7741
15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERCOURSES SHALL BE PERMITTED. C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NOT To SCALE
OCTOBER 15 THROUGH APRIL 15. NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND UNDERGROUND SERVICE ALERT(U.SA.) 1-800-422-41JJ
16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PRODUCE A FINAL SOILS REPORT STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES
WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER
SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. S011 S F-NGINEER I \\
18. THE SOILS ENGINEERING INVESTIGATION PREPARED BY'PACIFIC SOILS'AND THE ENGINEERING GEOLOGIC INVESTIGATION PACIFIC SOILS ENGINEERING, INC.
DATED 5/3/2001 SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. E. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY,7715 CONVOY COURT
WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT SAN DIEGO, CALIFORNIA 92111 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING TELEPHONE (858) 560-1713 _ _ SOILS ENGINEERS CERTIFICATE:
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) F. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING OWNS DEVELOPER THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND
SHALL BE GIVEN.ACTUAL AN ELEVATION WITH RESPECT i0 ADJACENT GROUND SURFACE IS BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
REQUIRED THE CRNSDISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ALSO BE IMMEDIATELY REPAIRED. PARDEE HOMES OUTL NE 'N T LS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY 10880 WILSHIRE BLVD., SUITE 1900 - FOR OP NT.
CONSTRUCTION/GRADING. G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE LOS ANGELES CALIFORNIA 90024 2314
CONCLUSION OF EACH WORKING DAY. TELEPHONE 1310) 475-3525
21. STABILITYCALCULATIONS WITH A FACTOR OF AT LEAST1.5 SHALL BE SUBMITTED A SOILS ENGINEER TO THE BUILDING _BASIS OF BEARING GE N0.): Igi3 2J.
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ANDDENGINEERING DEPARTMENTS FOR CUT AND FILL
SLOPES OVER 30 FEET IN HEIGHT. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO PREVENT •O� R a
22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 FOOT
PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS 2 FEET THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6, A. URPHY (CEG NO. Date o OR CREATES A HAZARDOUS CONDITION. GRID BEARING BETWEEN N.G.S. STATION 'WILDOMAR'AND N.G.S. STATION SZEAE3 Gf0[
23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED,AND BENCHED INTO "L1ETZ'. I.E. N06.21'37 E THE COMBINED SCALE FACTOR AT CP 2015
FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO IS 0.99989774 AS SHOWN ON TRACT MAP 29568, M.B. 299/1-5.
PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. -ENGINEER'S NOTICE GRID = GROUND x COMBINED SCALE FACTOR
24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES- 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
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UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL,AND RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF EARTH ntIANTITIF_S• " I S i
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TERRACED AREAS AND ANY SUBSTRUCTURES. CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. 1. �'JFoc c,�,:o°�
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTION, BENCHING,AND FILLING OPERATIONS. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED -- >'JORIA n
TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER MATERIAL AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL RAW CUT=75 X 118=8,850 C.Y. (SPOIL)
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OFWORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE
ALL GRADED SLOPES SHALL BE PLANTED
SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 23
25. EROSION CONTROL, ROSEA ICE PLANT AT 12 INCHES ON CEN TER,
OR ANOTHER APPROVED GROUNDCOVER. SLOPES OVER 15 FEET IN VERTICAL HEIGHT,IN ADDITION 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON / z�
26 231.30 22
TO PLANTED
GROU AT
F SHALL BE PLANTED WITH APPROVED TREES, SHRUBS,TI COMBINATIONS THEREOF. SHRUBS SHALL BE PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND LEGEND: 22 26
PLANTED AT 10 FEET ON CENTER; TREES, 20 FEET ON CENTER, COMBINATIONS,O FEET N CENTER.SLOPES OVER 3 FEET EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH
IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS W1T1 BACKFLOW PREVENTION DEVICES PER THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE CURB AND GUTTER 62;j / / J3 �� z 6 I 255 2 zs 2 z
UBC, CHAPTER 70. ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE PROPOSED SPOT ELEVATION
OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED
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26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED RIGHT OF WAY � � s ADJOINING PROPERTIES DURING THE GRADING PROJECT. OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PROPERTY LINE STREET LIGHT 2
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PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN EASEMENT LINE
27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND ANY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S --- 2.37 STREET GRADE
AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES -YY PROPOSED SLOPE ❑W WATER METER
28. ALL �
CONCERNED BEFORE STARTING WORK.
WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS.
3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, -605 FINISH CONTOUR ELEV. AIR CONDITIONER
29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. i/ v9 s es v a. s e 2e 26 zw ze zs zs s za s6 za zv s
ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED - - - - LIMITS OF PAD ELECTRIC TRANSFORMER 6 e+
30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. BY THE PREPARER OF THESE PLANS. 6
INTERCEPTOR DRAIN /FN HANDICAP RAMP
4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. 3E
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATIONS. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR -W WATER MAIN E� CURB INLET CATCH BASIN
32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS TO BIDDING FOR CONSTRUCTION. -S SEWER MAIN FIRE HYDRANT
OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL
BE IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. PRIVATE ENGINEF-R'S NOTE TO CONTRACTOR -- DRAINAGE SWALE
-1W 0 HP .1'OF DEEP-FOOTING
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33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUITS HIGH POINT OF SWALE �0 3 RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM OR STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE ARCHITECTURAL ENHANCEMENTS
HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING mozzzzzzzm= DEEPENED FOOTING I s I -
UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED BLOCK WALL(PER SEPARATE PERMIT) BV BACKFLOW VALVE _� I: 4
TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN I „ z F
34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND
35. APPROXIMATE DATE OF:
RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR 6'HEIGHT WOOD FENCE 23 LOT NUMBER +6
NOT SHOWN ON THESE DRAWINGS. r PHASE LINE )X PLAN NUMBER - !• I
BEGINNING OPERATION: MARCH 2O05
I
COMPLETION: DECEMBER 2005 - �r--o--o- 6'HEIGHT WROUGHT IRON FENCE
BENCH MARK:
36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3 INCHES WILL BE PLACED ELEVATION: 1400.873 BLOCK WALL WITH GATE
IN FILLS WITH ROADBED AREAS OR 3 FEET OF FINISH GRADES,UNLESS THE LOCATION, MATERIALS,AND DATE. 1970 _ ----- -
DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. RIVERSIDE COUNTY DESIGNATION: E-14-70 -
DESCRIPTION: OF MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE
37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET
38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE K E Y M A P
if 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN NOT TO SCALE
39. SITE MUST OBTAIN NPDES PERMIT TO REGULATE MUNICIPAL&INDUSTRIAL STORM WATER DISCHARGES. THE TOP OF CONCRETE POST E-14-70. POST-TENSION SLAB
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D a 0 dD 9MIUM N0. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: PREPARED BY:
AL 1 oegOFES,7 = CITY OF LAKE ELSINORE
2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE ~ SEPH "gRTFyQ TRACT NO. 30493-1 ,2,3 SHEET.
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C�GaL1��00 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY y o c y
n 4 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. a No.29242 F CIVIL ENGINEERING
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LAND PLANNING TITLE SHEET OF., 18
LAND SURVEYING CROSSCREEK
�een1 1%Iss 5 OS��S- * enew 3-31-2007 + 1181 CALIFORNIA AVE. STE.202•CORONA,CALIFORNIA 92881 PRECISE GRADING a n d
(j KEN APELU SEUMALO, R.C.E.NO.56975 DATE
TWD WORKING DAYS 6 Sp CI VII F (951)280-47 FAX(957)280-4150
BEFORE YDU DIG 7 gTFOF CAl1FD�� RCE 29242 3-21-ajr DRAINAGE PLAN FILE No. g
JOSEP HARTG LICENSE NO. DATE W.O. FOR: FB• I ��
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