HomeMy WebLinkAbout314-6 O R A D I I Y O A N D D A I N A O E FLAN PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
I. CONTRACTOR AGREES THAT HE SHALL A55UME SOLE AND COMPLETE RESPONSIBILITY FOR
<y JOB 517E CONDITIONS DURING THE COURSE OF CONSTRUCTION,INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY.THI5 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
W S O LIMITED TO NORMAL WORKING HOURS.THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND
tjr HOLD THE CITY,OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR
tea, ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING 6
AL5ERTSON STORE cl FOR LIABILITY ARISING FROM THE 50LE NEGLIGENCE OF THE OWNER OR ENGINEER. 33
G/Ci�}J,J,
O 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND IN FUBLIG RECORD5, g $
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u ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER,BY ACCEPTING
Q I I X I DRIVEDE THESE PLANS E PROCEEDING WITH THE IMPROVEMENTS HEREON,AGREES 70 ASSUME LIABILITY � g
� AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF D � z
SITE UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS,OR C
TH05E CONSTRUCTED IN VARIANCE WITH REPORTED OR RECORD LOCATIONS.THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES m
/� LA<ESHORE DRIVE
SHOWN AND ANY OTHERS FOUND TI THE SITE.IT SHALL BE THE CONCERNED
CTORSBEFORE
RESON5STARTING
g - D
70 NOTIFY THE OWNERS OF ALL UTILITIES OR S7RUGNRES CONCERNED BEFORE STARTING WORK. a
3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, s
I�VI UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.ALL CHANGES TO THESE PLANS MUST BE
�\ ELSINORE -A L I F O I • I REQUESTED IN WRITING AND MUST BE APPROVED 5E THE USE
OF£R BE RECORD OF THESE PLANS.
LA<E 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS CEMENT WATER PIPE
236' OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH
PRODUCTS.SPECIFICATIONS HEREON OF ANY SUCH PRODUCT 15 AT THE SOLE DIRECTION OF THE
e 1�7 -5 CONNECTIONS
AND RE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL CONSTRUCTION,
CONNECTIONS AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL ADHERE 70 ALL O.S.HA.AND E.P.A.
GUIDELINES TO MINIMIZE HEALTH HAZARDS.
5. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL
�/I G I N I TY MAP BE RESPONSIBLE FOR DETERMINING H15 OWN QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION.
THE ENGINEER 15 NOT RESPONSIBLE FOR DISCREPANCIES IN FINAL CONSTRUCTION QUANTITIES.
N.T.5.
b. 17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VERIFY ALL DIMENSIONS AND CONDITIONS
SHOWN HEREON AT THE JOB 51TE PRIOR TO ANY CONSTRUCTION. SHOULD THERE BE ANY DISCREPANCY,
PFEILER 4 ASSOCIATES ENGINEERS,INC.SHALL BE NOTIFIED AT ONCE. 5UI35TANTIAL REVISIONS TO
THE PLAN SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION OF SUCH
REVI5IONS IN THE FIELD.BEGINNING OF CONSTRUCTION MEANS ACCEPTANCE OF CONDITIONS.
GRADING NOTES 7. CONTRACTOR 15 TO NOTIFY'UNDERGROUND SERVICE ALERT'AT I(800)422-4133 AT LEAST TWO(2)
SHEET INDEX WORKING DAYS PRIOR TO START OF WORK 50 AS TO HAVE LOCATION OF UNDERGROUND UTILITIES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILLS ARE TO BE LOCATED AND MARKED FOR CON5TRUCTION/SAFETY COORDINATION.
EL51NORE ORDINANCES NO.801 AND 882 AND APPLICABLE STANDARDS PLACED,IT MUST BE CLEARED,KEYED,AND BENCHED INTO FIRM
AND SPECIFICATIONS AND LATEST EDITION OF THE U.B.G.,APPENDIX NATURAL 501L FOR FULL SUPPORT. PREPERATION SHALL BE I GRADING TITLE 8. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FEDERAL,STATE AND LOCAL LAWS AND
REGULATIONS PERTAINING 70 THE GLEAN AIR AND GLEANN WATER ACT.
CHAPTER 33. APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT m g O
OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE 2 GRADING DESIGN
2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING KEYED AND BENCHED. $
DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY OPERATION. 3 GRADING DETAILS NOTE
24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE
3. THE DEVELOPER AND/OR CONTRACTOR SHALL NOTIFY ALL UTILITY FOLLOWING 5T S. 4 GRADING SEGTIONS a z
ALL CURB,GUTTER AND DRAINAGE FACILITIES SHALL BE STAKED FOR CONSTRUCTION BY
COMPANIES AND U.S.A.ALERT(I-800-422-4133)48 HOURS PRIOR TO A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER.
5 EROSION CONTROL K
GRADING. A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION m 07
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4. THE CONTRACTOR SHALL NOTIFY THE GIN ENGINEERING AND BEFORE BAGKFILL OF ALLUVIAL,GOLLUVIAL AND 6 STORM DRAIN
TERRACED AREAS AND ANY SUBSTRUCTURE.
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DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING B. DURING ALL ROUGH GRADING AND OPERATIONS INGLUDIN6
GRADING OPERATIONS. PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. L-�J
C. WRING INSTALLATION OF BUTfRES AND CANYON SUB-DRAINS
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AND FILTER MATERIAL.
APPROVED BY THE CITY ENGINEER. D. WHEN ANY UNSUAL GRADING,CONDITIONS ARE
6. OUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I ENCOUNTERED DURING CONSTRUCTION. THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE CONTROL NOTICE
VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL THIS GRADING PLAN IS FOR VERTICAL CONTROL/DESIGN INFORMATION ONLY. REFER TO
THE PLAN. R05EA ICE AT 12"ON CENTERS OR OTHER APPROVED GROUND COVER. AND INDUSTRIAL STORM WATER DISCHARGES. SITE ARCHITECTURAL DIMENSION PLAN AND/OR HORIZONTAL CONTROL FOR SITE CONTROL.
SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITIONAL TO GROUND
7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I COVER SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR NPOES PERMIT NUMBER: DATE PERMIT ISSUED:
VERTICAL,UNLE55 OTHERWISE APPROVED,SHALL BE SHOWN ON THE COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT 10'ON
- -qq, Y ESTIMATE
q Ib I EARTHWORK QUANTIT
THAN q0%RELATIVE COM
PACTION GA.8335307883 EAR
N SHALL NOT HAVE LESS N CENTERS.PLAN AND CENTER- IS O
CENTERS;TREES;ON G R
HAVE PERMANENT
FINISHED SURFACE. N VERTICAL HEIGHT SHALL
OUT TO THE F SLOPES OVER 3 I
IRRIGATION5 5,240 \ '
SYSTEMS WITH BAGKFLOW PREVENTION DEVICES PER
RAW CUT�14095 G.Y.COMPACTED FILL � G.Y.
-_OVEREXGAVATIDN=4=REGOMPAGTION,UNDER=BUILDING=_I7,770
b. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM
COMPACTION OF 115%PER SOILS REVIEW COMMENTS RELATIVE 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE EXPORT OF QUANTITIES
G.Y.REQUIRES HAUL PERMIT FROM CITY.(APPLIED FOR BY CONTRACTOR)
TO THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED THE ABOVE QUANTITIES ARE FOR REFERENCE AND FEE PURPOSES ONLY. THE ENGINEER
FIVE LAYER AS PER THE A5TM STANDARD DI557-78 TEST METHOD. PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES CANNOT CONTROL THE MEANS OR METHODS USED DURING GRADING OPERATIONS,NOR CAN
DURING THE GRADING PROJECT. THE ENGINEER GUARANTEE SIMILAR SOILS CONDITIONS OVER THE PROJECT SITE. THE
GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING/DETERMINING HIS OWN
9. FILL AREAS SHALL BE GLEANED OF ALL VEGETATION AND DEBRIS, 27. APPROVED ER05ION PREVENTATIVE DEVICES SHALL BE APPROVED EARTHWORK QUANTITIES FOR BIDDING CONTRACT AND CONSTRUCTION PURPOSES.
SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND AND MAINTAINED DURING,THE RAINY 5EA50N AND SHALL BE IN GONSTRUGTI ON NOTES I ESTIMATE OF QUANTITIES
APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. PLACE AT THE END OF EACH DAYS WORK. BASIS:8-10%SHRINKAGE, I"SUBSIDENCE. DOES NOT ACCOUNT FOR REMOVAL OF
STRIPED VEGETATION OR DEBRIS.
10. ALL FILL MATERIAL SHALL BE GLEAN EARTH. NO FILL SHALL BE 28• ALL WORK SHALL BE CONFORM TO THE CITY AND STATE CONSTRUCTION CONSTRUCT 0.35'A.G.OVER 0.70'-A.B.(TRUCK
PALGED UNTIL PREPARATION OF GROUND 15 APPROVED BY THE SOILS SAFETY ORDERS. TRAFFIC)PAVEMENT SECTION PER DETAIL'A'ON SHEET 3. ••••••••••••••••••••••••........................•••••••• 45,gO5 S.F.
ENGINEER. COORDINATION NOTICE cl
BE SLOPED AWA7 FROM ALL EXTERIOR WALLS 2q. THE LOCATIONS AND PROTECTION FOR DETAIL
UTILITIES I5 THE RESPONSIBILITY CONSTRUCT 0.25'_A.C.OVER 0.60'_A.B.(LIGHT GRADING CONTRACTOR 15 TO COORDINATE WITH ARCHITECTURAL BUILDING PLANS TO 6
II. FINISH GRADE SHALL
AT NO LESS THAN PER SLOPED
FOR MINIMUM OF 3',THEN I% OF THE PERMITTEE. TRAFFIC)PAVEMENT SECTION PER 'B'ON SHEET 3. ........................................................ 69,725 S.F. DETERMINE PAD ELEVATION FROM FINISHED FLOOR ELEVATIONS AS SHOWN ON THIS PLAN.
(MINIMUM)TO FLOWLINE OF EARTH SWALE. 30. ALL APPROVED SET OF 6RADING PLANS SHALL BE ON THE JOB 51TE AT 001,15TRUGT CURB AT PLANTER PER DETAIL'G'ON SHEET 3. .................................................. 1,065 L.F.
ALL TIMES. SITE ADDRESS SITE AREA , z
12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% CONSTRUCT CURB AND GUTTER AT PLANTER PER DETAIL'D'ON 0
IF OUT OR FILL SLOPE 15 LE55 THAN 10',AND 2%IF CUT OF FILL IS ......••.... .••.•......,,,,•,,,,,,,,,,,,,,,,,,,,,•,,.............................. 155 L.F. 50901 RIVERSIDE DRIVE 5.37 ACRES z
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM SHEET 3. ........................................... .............................................. o
GREATER THAN TP DRAINAGE SUM OF SHALL BE A MINIMUM OF O.5' LAKE ELSINORE,GA. - K
DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF GUT OF BEGINNING TO GOMPLETEION OF GRADING OPERATION.
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FILL SLOPES. _ ON5IRUGT CURB AT TREE W coELL PER DETAIL'E'ON SHEET 3. ........................................................ 240 L.F. M
32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL
13. PROVIDE 5'WIDE BY I'HIGH BERM OR EQUIVALENT ALONG THE TOP BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL CONSTRUCT RIBBON GUTTER PER DETAIL'F'ON SHEET 3. ...................................................................... 185 L.F. SOILS ENGINEER'S STATEMENT a
OF ALL SLOPES OVER 5'HIGH. HEIGHT WITHIN 110 DAYS AFTER COMPLETION OF ROUGH GRADING AND
SHALL BE IN AGGORDANCE WITH ORDINANCE NO.882 PRIOR TO THE CONSTRUCT PAVED SWALE PER DETAIL WON SHEET 3. ......................................................................... 30 L.F. THIS PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND IS IN GENERAL s
14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100-YEAR STORM APPROVAL OF FINAL INSPECTION.
CONSTRUCT 5"CURB AT WALK PER DETAIL TON SHEET 3. 275 L.F. CONFORMANCE WITH THE RECOMMENDATIONS CONTAINED IN OUR GEOTEGHNIGAL
FLOWS ALONG TOP OF GUT SLOPES. ••'•"•""'•••••••••••••••••• •• •••••••• REPORT,DATED FEBUARY 28, 1997 WE MAKE NO REPRESENTATION AS TO
33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE CONSTRUCT DOUBLE CURB DRAINAGE CHANNEL PER DETAIL'J' THE ACCURACY OF DIMENSIONS,MEASUREMENTS,CALCULATIONS OR ANY
15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERCOURSE HIMSELF WITH THE 51TE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO ON SHEET 3. ......................................................................................... L.F. PORTION OF THE SIGN.
SHALL BE PERMITTED. EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, •••••••••••-"""""""""""""""""""""""""""""''' 275 L N^xl '
16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO WEATHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. C t
SUPERVISE GRADING AND PROVIDE A FINAL 501L5 REPORT WHICH 54. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED BUILDING RAMP AND HANDRAILS PER BUILDING PLANS. ................................................................................ I JOB. AGRA EARTH ENVIRONMENTAL,ING. BY:
INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND PAD,PRIOR TO ROUGH GRADE APPROVAL.
EXPANSIVE CHARACTERISTICS OF THE SOIL. CONSTRUCT 4"P.G.G.51DEWALK. .................................................................................................................... 1920 S.F.
17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND 35. APPROXIMATE DATE OF: BEGINNING OPERATION: FEBUARY,IggB COMPACTOR PAD AND RETAINING WALL PER BUILDING PLANS. ............................................................ 1 JOB. I1/
ACCEPTANCE NOTE
FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE COMPLETION: JUNE,1998
SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS CONSTRUCT 6"P.C.G.ENHANCED PAVEMENT OVER 6"A.B.PER DETAIL CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY
PRIOR TO 159JANCE OF BUILDING PERMITS. 56. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENTION GREATER '0'ON SHEET 3.
...................................................................................................................................................... 6,890 S.F. FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING THE CONSTRUCTION.
18. THE SOILS ENGINEERING INVESTIGATION DATED 2-28-q7 PREPARED THAN 3"WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3'OF FIN15H GRADES, UPON REQUEST OF THE CITY INSPECTOR,THE REQUIRED PLAN REVISIONS SHALL BE
BY A6RA EARTH 4 ENVIRONMENTAL SHALL BE CONSIDERED PART OF UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY CONSTRUCT HANDICAPPED RAMP PER A.D.A.REQUIREMENTS PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW.
THIS 6RADING PLAN. APPROVED BY THE SOILS ENGINEER. AND DETAIL'P'ON SHEET 3. ............................................................... I EACH.
UTILITY NOTE
N. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN CONSTRUCT GRATE INLET CATCH BA51N PER DETAIL ON SHEET 6. ........................................... 1®24"x 24"
SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE INSPECTION BEFORE APPROVAL. 10 36"x 56" THE CONTRACTOR SHALL CONFIRM LOCATIONS AND DEPTHS OF ALL UNDERGROUND
SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH UTILITIES WHETHER SHOWN OR NOT SHOWN ON PLANS. PRIOR TO ANY EXCAVATION,THE _
RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF ANY ELEVATION 38. GRADING PLANS REQUIRE RETAINING WALLS TO BE APPROVED BY THE BUILDING REMOVE EXIST.PAVEMENT. ........................................................................................... 6,000 S.F. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS. S
WITH RESPECT TO ADJACENT GROUND SURFACE 15 REQUIRED. THE
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. DEPARTMENT. CONSTRUCT JUNCTION STRUCTURE. ............................................................................................................. I EACH. SURVEY NOTE E?
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE 3q. PRIOR TO THE CITY ISSUING A PERMIT THE HAUL ROUTE AND EXPORT SITE INFORMATION 24"R.G.P.STORM DRAIN. n
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••""""""""""""""""""""""""""""""" 2q L.F. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO PROTECT ANY AND ALL
FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUGTION/GRADIN6. WILL BE REQUIRED FROM CONTRACTOR. o z
CONCRETE COLLAR. I EACH. SURVEY MONUMENTS DURING CONSTRUCTION. ANY BOUNDARY SURVEY MONUMENT DESTROYED g z
..................................................................................................................................................... OR MOVED DURING CONSTRUCTION MUST BE BROUGHT TO THE ATTENTION OF THIS OFFICE G)
21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST IS SHALL BE 40. UPON PLAN APPROVAL,RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION 50 AS TO BE RE-ESTABLISHED AS PRESCRIBED BY LAW. z
SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND DISTRICT WILL REVIEW FOR PERMIT. NO STORM DRAIN CONNECTIONS WILL BE ALLOWED 24"P.V.G.STORM DRAIN. ...................................................................................................................................... 621 L.F. C
ENGINEERING,DEPARTMENT FOR GUT AND FILL SLOPES OVER 30'IN UNTIL PERMIT 15 ISSUED. yy
VERTICALHEIGHT. 12"P.V.G.STORM DRAIN. ...................................................................................................................................... 220 L.F. m w
22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS CONSTRUCT 6"P.G.G.SLAB PER DETAIL'T'ON SHEET G-3. 1,040 S.F. is
sn
GREATER THAN ONE FOOT.
SWALE TRANSITION DETAIL VON SHEET C-3. ......................................................................................... 6 EACH s
o24a..
PROFESS/ONq
Q4o DON !f
ti MASUKAWA
=' No. 21789
'mod EXP. 9-30-01 z
S�•1T2 ENG\d��(lc�e
FOF C o
THESE PLANS HAVE BEEN EXAMINED FOR COMPLIANrE WITH
REVISIONS: APPROVED BY:
OWNER, DEVELOPER APPROPRIATE CONDITIONS OF DEVELOPMENT, Y ORDINANCE CITY OF LAKE ELSINORE I
AND/OR CITY AND STATE OF CALIFORNIA LAWS AND A PERMIT 1
ALBERT501,15,INC,. TO C0N5TRUOT MAYg�ISSUED.
BASIS OF BEARINGS: 250 PARKCENTER BLVD. PFEILER & ASSOCIATES ENGINEERS ,{;� �ry,�S GRADING PLAN-TITLE SHEET
THE BEARING OF 5.53'02'58'E.,FOR THE CENTERLINE OF LAKESHORE DRIVE BOISE,IDAHO 83726 DATE: �., �(!(,/vvr..-/ DATE 2-1-7 StY I # q8
PER PARCEL MAP NO.22615,WAS USED AS A BA515 OF BEARINGS FOR.THIS PLAN. CIVIL ENGINEERING & SURVEYING RAYIh N 0DONNE R.G.E.NO 3 ALSERT50N S 6
612 N.oiomone eor eo�leVora APPROVED BY: 13ENBRA5 M R w'Lr�RIVM93IDE VR. 30g01 RIVERSIDE DRIVE OF 6 SHEETS
Diamond Bar,Colitomia 91765 Telephone(909)860-5850 FAX(909)860-396]
(ATE 14)29 FT.DRI OF NLY.CIREI RETURN CENTER
CITY PROJECT NO. - FILE NO.
AT LAKE51iORE DRIVE,9 FT SLY OF CENTER p
OF IS 8-0 G1(V INLET. Id.O. FOR: F.B.
DATE: EL."1280.13(DEG.1995 ADJ ry
CIVIL I AAA-AD\DWB\960g3\GR-I.DW6