HomeMy WebLinkAbout901-1 GENERAL NOTES: �/�
PRECISE GRADING PLAN 15
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY 25. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED ;
OF LACE ELSINORE ORDINANCES NO 801 AND 882 AND APPLICABLE W17H ROSEA ICE PLANT AT 12'ON CENTERS OR ANOTHER FOR
STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C., APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL 2�/82 0. Zoe
APPENDIX CHAPTER 33 HEIGHT, IN ADDITION 70 GROUND COVER, SHALL BE PLANTED PARCEL 3 P.M. 6972 P.M.B.NTED --- -
2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF WITH APPROVED TREES, SHRUBS, OR COMBINATIONS THEREOF. ,/Q
. SHRUBS SHALL BE PLANTED AT 10'ON CENTERS; TREES,20'
LAKE ELSINORE, PRIOR TO ANY OPERATION O-O/v
ON CENTER; A.P.N. 37O'O8
COMBINATIONS, 15'CENTERS. SLOPES OVER 3'IN SITED S'T
3 THE COMPANIES AND UN.SAOALERT CONTRACTOR
S�)N48 ORS UTILITY
ro VERTICAL HEIGHT SHALL HAVE PERMANENT?U.B.C.10N SYSTEMS /N THE C17 Y OF LAKE ELSINORE STATE OF CALIFORNIA
WITH BACK FLOW PREVENTION DEVICES PER U.B. f
4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 26. APPROVED PROTECTIVE MEASURES AND TERAPO `f°T y�•
PROVISIONS MUST BE USED TO PROTECT ALVO1NIN DRAINAGE
G
24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. PROPERTIES DURING THE GRADING PROJECT. r
5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED 2Z APPROVED EROSION PREVENTATIVE DEVICES SHALL BE
BY THE CITY ENGINEER. PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND
6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICALSHALL BE IN PLACE AT THE END Of EACH DAIS WORK.
UNLESS OTHERWISE APPROVED,AND SHALL 8E SHOWN ON PLAN. 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE
CONSTRUCTION SAFETY ORDERS `v,
7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO ONE 29. THE LOCATION AND PROTECTION OF ALL U77UTIES/S THE I z
VER77C4L, UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON PLAN, RESPONSIBILITY OF THE PERMITTEE. I I z
AND SHALL NOT HAVE LESS THAN 90 X RELATIVE COMPACTION OUT 70 THE M. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB ! VICINITY MAP' 9
FINISH SURFACE. SITE AT ALL TIMES. •Lg
8, FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM i� I! I W I NO SCALE N z m
BY THE MODIFIED THREE LAYER AST.M. 0-1557-70 TEST METHOD BEGINNING TO COMPLETION OF GRADING OPERATIONS ❑❑ o
9, FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS SCARIFIED, 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES
SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET I
AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS 7ES77NG PArf 0-Fl S
AGENCY PRIOR TO THE PLACING OF FILL VERTICAL AIDING WITHIN 90 DAYS AFTER COMPLETION OF
ROUGH GRADING PLAN AND SHALL BE IN ACCORDANCE W/TII r,ll/l, 6972 5=
10. ALL FILL MATE.RAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED ORDINANCE NO.882 PRIOR 70 THE APPROVAL OF FINAL -i,L�_ (,':J, I j, )j/f�+�
UNRL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. INSPECTION. r.. I.
1t. FINISHED GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL 1,53 AC, G,-103S L-J O
NOT LESS T 1/2'PER FOOT FOR A MINIMUM OF 3, THEN 1 X FAMILIARIZE HIMSELF WIT j D L'
H THE S17E AND BE SOLELY b A , GFICI:SS' y PROPOSED Q APPLICANT.
(MINIMUM) TO FLOW LINE OF EARTH SWALE. RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES ts BUILDING _ - I I k PETER R USA DE U TDRRE
RESUL77NG DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS 5 10,000 S.F. }, j 23604 CRAB HOLLOW CAR.
12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 X IF WHETHER OR NOT SUCH FACILRI[S ARE SHOWN ON THESE B7.00 F.F. 4 O 23604WLDO AR.GL 92595
CUT OR FILL SLOPE IS LESS THAN f0;AND 2X IF CUT OR FILL IS I V
GREATER THAN f0: DRANAGE SHALES SHALL BE A MINIMUM OF 0.5' PLANS. 66.50 PAD -.
DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE _
UGH GRADE PAD PRIOR TO ROUGH FILL SLOPES PRO AL PER FINISHED it ' _ REPRESENTATIVE/ENG/NEER:
13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP 35. NO ROCK OR OTHER IRREDUCIBLE MTERIAL W/IH A MAXIMUM I I
OF CUT SLOPES. DIMENSION GREATER THAN 3'WILL BE PLACED IN FILLS WITHIN ' PRESTIGE
RIDGE DEVELOPERS INC.
14. PROVIDE A BROW D?CH, DESIGNED TO HANDLE 100 YEAR STORM FLOWS RCLADB£D AREAS OR 3'OF FINISH GRADES UNLESS THE �� %I' 4J500 LACPARK DRIVE/202
ALONG THE TOP OF CUT SLOPES LOCATION, MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY p,/Iv/, �J%J l TEL'95f 99-64R0 92590
15. AL OBSTRUCTION OF FLOOD PLANS OR NATURAL WATER COURSES SHALL APPROVED BY THE SOILS ENGINEER. I FAY 951-699-6450
�,/I//,j, J//PJ % I I FAY.951-699-3569
BE PERMITTED. 36. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE I AREA
DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL
16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO 37. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING
SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. 1.68 ACRES GROSS
INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISION)AN EXPANSIVE CONSTRUCTION NOTES QUANTITY 1.66 ACRES NET
CHARACTERISTICS OF THE SOIL 38, APPROXIMATE DATE OF., BEGINNING OPERATION: O
D
17 GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A COMPLETION: D
FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL B£ �- CONSTRUCT 28'COMMERCIAL DRIVEWAY APPROACH PER RN. CO. STD. NO. 207 1 EA. ASSESSOR PARCEL NUMBERS:
SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR 39. SITE MUST OBTAIN NPDES PERMIT TO REGULATE MUNICIPAL (4.6'AC OVER 11.3'AB CLASS 2)
TO ISSUANCE OF BUILDING PERMITS. AND lNDUSTR/4L STORM WATER DISCHARGES. CONSTRUCT A-6 TYPE CURB AND GUTTER PER RN. CO. STD. N0. 200 J75 L.F. 370-080-016 a,
18. THE SOILS ENGINEERING INVESTIGATION EW7ED DEC. 6. 2004 PREPARED CONSTRUCT D-1 TYPE CURB PER RN. CO. STD. NO. 204 590 L.F. z z
BY T.H. . SOILS OILS CO. INC. DATED 12-8-Q4 AND THE 40, ALL WALLS TO BE PERMITTED SEPERATELY ¢� CONSTRUCT 3' WIDE DOWN DRAIN 16 L.F. THOMAS GU/DE o=
ENGINEERING GEOLOGIC INVESTIGATION DATED t2-6-04 PREPARED 4a� - CONSTRUCT 3' WIDE CONCRETE RIBBON GUTTER PER DETAIL 5 THIS SHEET 135 L.F.
BY THE. SOLES CO. INC. , SHALL BE CONSIDERED A PART OF �- CONSTRUCT C.M.U. BLOCK WALL PER SEPERATE PERMIT(ELEVATIONS VARY SEE PLAN) 110 L.F. SAN BERNARDINO COUNTY,RIVERSIDE COUNTY,YEAR 2002 z W
THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. PAGE 895, COLRD.J-4
THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION 7-- CONSTRUCT HANDICAP ACCESS RAMP PER A.D.A. STANDARDS 1 EA.
19. A REGISTERED CIVIL ENGINEER OR LICENSED[AND SURVEYOR SHALL SUBMIT SYSTEM(NOES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM ga- CONSTRUCT LIGHT RIP-RAP T-2.0'F=6"CLASS 11 3.5 C.Y. y
CERTIFICATION OF BUILDING PAD ELEVA77ON WHERE SPECIFIC ELEVATIONS ARE WATER DISCHARGES. O9 - CONSTRUCT 1.5'CONCRETE STEP OUT AT PARKING LOT PLANTERS 95 L.F. UTILITIES
REQUIRED, THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.
IF AN ELEVATION WITH RESPECT 70 ADACENT GROUND SURFACE IS REQUIRED, 10 CONSTRUCT 0.25'A.C. OVER 0.45'A.B.CLASS 9DRIVE ISLE 20,480 S.F.
THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. NPDfS PERM?NUMBER: DATE PERMIT ISSUED:
11 PERIMETER BLOCK WALL (PER SEPERATE PERMIT) 665 L.F.
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 70 WATER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT
ca 833C337306 12/19/2005
SEWER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT
COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
GAS; THE CAS COMPANY
ELECTRIC: SO.GAL EDISON
21. STABILITY C SUBMITTED
B W17H1 A FACTOR OF AT LEAST BUILDING
OVEREXCAVAT/ON AND PREPARAT/ON CABLE" NE `�ERIZDN AD
SHALL BE SUBM117(:D BY A SOILS ENGINEER TO THE BUILDING CABLE AT&T BROAD BAND
AND ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES SCHOOL DISTRICT ELSINORE VALLEY UNIFIED SCHOOL DISTRICT
OVER 30'IN VERTICAL HEIGHT. OF EXISTING GROUND
22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL ENGINEERS NOTICE:
FILLS GREATER THAN ONE FOOT.
THE UPPER 2 TO 3-Ff OF ALL(JVLIL SO/LE-ARE CONSIDERED GEOLOGIC STATEMENT:
2.3 IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE 7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE POTEN714LLY COMPRESSIBLE IN THEIR EXISTING STATE AND WILL REQUIRE
PLACE- /T MUST BE CLEARED, KEYED,AND BENCHED INTO FIRM RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THEIR COMPLETE REMOVAL TO PLACEMENT OF FILL REMOVALS SHOULD \_
NATURAL SOIL FOR FULL SUPPORT. PREPAR477ON SHALL BE CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AN PROPERTY. EXPOSED MEDIUM DENSE TO DENSE ALLUVIAL SOILS THAT ARE FREE OF THIS SITE IS NOT SULAIECT 70 LIQUEFACTION.
APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO THIS REOUIREM£NT SHALL APPLY CON77NLADUSLY AND NOT BE LIMITED R0073 AND PORES. OVEREXCAVA7ION SHOULD BE PREFORMED WITHIN THIS SUE IS NOT IN A GEOLOGIC HAZARD AREA.
PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY THE BUILDING PADS 70 A MINIMUM DEPTH OF J-FT BELOW FINISH THIS SUE IS NOT IN A SPECIAL STUDIES ZONE
REQUIRED TO BE KEYED AND BENCHED. AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL GRADE, 3-FT BELOW NATURAL GROUND OR 2-FT BELOW THE DEEPEST THIS SITE IS NOT IN A FEM MAPPED FLOODPLAIN.
24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN LIABILITY; REAL OR ALLEGED, IN CONNECTION W17H THE PERFORMANCE FOOTING, WHICHEVER IS DEEPEST. THE EXPOSED SOILS SHOULD HAVE A
OF WORK ON THIS PROV£CT EXCEPTING FOR LIABILITY ARISING FROM THE MINIMUM IN-PLACE RELATIVE COMPACTION OF 85X(AS DETERMINED BY
THE FOLLOWING STAGES: SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. AS7M D-1557). THE PROJECT SOILS ENGINEER AND/OR GEOLOGIST
A UPON COMPLETION OF CLEARING AND DURING SHOULD VERIFY THE COMPETENCE OF THE EXPOSED BOTTOM OF SHEET INDEX
EXCAVATION AND BEFORE BACK FILL OF ALLUVIAL, 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON REMOVALS IN THE FIELD. IN AREAS THAT DO NOT YIELD COMPETENT LEGEND, r
COLLUVIAL AND TERRACED AREAS AND ANY PUBLIC RECORDS,ARE INDICA7ED WITH THEIR APPROXIMATE LOCATION AND SHEET 1 TITLE SHEET 8
SUBSTRUCTURES EXTENT. THE OWNER, BY ACCEPTING THESE PUNS OR PROCEEDING WITH MATERA-AND/OR AREAS CONTAINING LARGE TREES WIUI DEEP ROOT SHEET 2 PRECISE GRADING PLAN m
THE IMPROVEMENTS HEREON,AGREES TO ASSUME LABILITY AND HOLD THE SYSTEMS, BASEMENTS AND/OR SEPTIC SYSTEMS, DEEPER REMOVALS MAY _ SHEET 3 EROSION CONTROL PUN
B. DURING ALL ROUGH GRADING AND OPERATIONS ENGINEER HARMLESS FOR ANY fAM4ACE5 RESULTING FROM THE EXISTENCE B£NECESSARY. T.F. _ 70P OF FOOTING o D
INCLUDING PRE-COMPACTION, BENCHING AND FILLING OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED H.P. - HIGH POINT m N
OPERATIONS. ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE REPORTED PRIOR TO PLACEMENT OF ANY FILL MATERIALS ON-SITE; THE EXPOSED L.P. = LOW POINT BASIS OF BEARINGS c0 z
C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB- OR RECORD LOCATIONS THE CONTRACTOR IS REQUIRED 70 TAKE DUE EARTH MATERIALS SHOULD BE SCARIFIED, MOISTURE CONDITIONED,AND F.L. = FLOW LINE 0 !7
GRANS AND FILTER MATERIAL SHOWN
MEASURES TO PROTECT THE UTTU77ES OR STRUCTURES RECOMPACIED TO A MINIMUM OF 90-PERCENT OF THE MAXIMUM DRY F.S. = FINISH SURFACE ALL BEARINGS AND DISTANCES SHOWN '� z
SHOWN AND ANY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS DENSITY AS DETERMINED BY A5774 D-1557.
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES EL. = ELEVATION HEREON ARE RECORDED PER PARCEL � � C
ENCOUNTERED DURING CONSTRUCTION. CONCERNED BEFORE STARTING WORK. FILL PLACEMENT T.W. = 70P OF WALL MAP 6972 PER MAP ON FILE IN P.M.B. ED
21/82 RECORDS OF RIVERSIDE COUNTYY. O N 3 ED
= RIGHT OF WAY -Ai A
3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, ONSRE ALLUVIAL SEDIMENTS ARE EXPECTED 70 BE SU?ABLE FOR USE
EARTHWORK QUANTITIES. OR LIABLE FOR UNAUTHORIZED CHANCES TO OR USES OF THESE PLANS. AS STRUCTURAL FILL PROVIDED THEY ARE NON-EXPANSIVE AND FREE OF = PROPERTY LINE
ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED CONSTRUCTION DEBRIS.A QUALIFIED SOIL ENGINEER SHOULD TEST - = CENTERLINE
RAW CUT: 210 C.Y. BY THE PRE:PARD?OF THESE PLANS IMPORT MATERIALS TO DETERMINE THEIR FEASIBILITY FOR USE AS -_
STRUCTURAL FILL - EXISTING DIRT ROAD j
RAW FILL' 2.992 C.Y. = EXISTING SLOPE
EXCAVATION:(PARKING & DRIVEWAY) 380 C.Y. 4. QUANTITIES SHOWN HEREON ARE FR FOR BONDING PURPOSES ONLY.
CONTRACTORS SHALL BE RESPONSIABLEBLE FOR VERIFYING ALL QUANTITIES PRIOR APPROVED FILL MATERIAL SHOULD BE PLACED IN 6 TO 8-INCH LIFTS - - - FLOWLINE
OVER-EKCAVATION:(MTHIN BLDG. PAD) 1.283 C.Y. TO BIDDING FOR CONSTRUCTION. BROUGHT TO AT LEAST OPTIMUM MOISTURE CONTENT,AND COMPACTED
IMPORT-EXPORT: 4.065 C.Y. CONSTRUCTION TYPE RI N' TO A MINIMUM 90 PERCENT OF THE MAXIMUM LABORATORY DRY DENSITY,
AS DETERMINED BY THE ASTM D 1557 TEST METHOD. NO ROCKS,
OCCUPANCY GROUP TYPE 5' CHUNKS OF ASPHALT OR CONCRETE LARGER THAN 6 INCHES IN
NOTE THIS IS NOT A BALANCED SITE CALCULATIONS WERE BASED ON A 20% DIAMETER SHOULD BE USED AS FILL MATERIAL ROCKS LARGER THAN 0 25 50 700 200
COMPACTION FACTOR, INCLUDES 3'OVEREXCAVATION WITHIN BLDG. PAD, INCHES SHOULD EITHER BE HAULED OFF-SUE OR CRUSHED AND USED -,:.„ - 'AND 0.50'BELOW FINISH GRADE WITHIN THE PARKING AREAS AND DRIVEWAY. AS FILL MATERIAL
CONTRACTOR/OWNFR TO VERIFY EARTHWORK OUANTDTES BEFORE BIDDING. WDID M 833C337306 50'
PLEASE REFER TO THE GEOTECHNICAL INVESTIGATION PERFORMED BY T H.E
GRAPHIC SCALE
SOILS CO. INC., ON DEC. 06, 2004 W.O. N0. 573402.00.
BENCH MARK REVISIONS SEAL: COUNTY SEAL ES, CITY OF LAKE ELSINORE - -���-� PREPARED BY.��y �- S�
DI ALERT P FRANK✓. M RECLS717t CML ENGINEER NO 023036 � �� ,.,. PRECISE GRADING PLAN of
DIAL TOLL FREE T I/2 ALUM CAP IN 6'GONG COLOR FROM TH INTERSEcrroN of LtiRrnON ST.d MISSION F� y✓S!L� EXP. 12 31 07 _
1-800-422-4133 TRAIL sw 0.7 Mi. OF'C LYDON sr ro THESE PANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 1 = 50' PREPARED FOR: �L)
ADDRESS 32191 CORYDON ST 100'NW OF CL No.C 023036 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PRESTIGE DEVELOPERS,INC.
AT LUST TWO DAYS OF RREIX N:42'SW OF PORCH OF ABOVE ESP.12/31/07 - -- - PETER DE LA TORTE
° BEFORE YOU DIG '1�";2'NE OF 5'NIGH CHAIN UNK FENCE CITY AND STATE LAWS, AND A PERM?CAN BE ISSUED. Vrtlem�
1 S OF SURVEY MARKER POST. yy, CL V A� ' 43500 RIDGE PARK OWE 8202•TEMEGULA,CA 92580 SHEETS
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 4 TEL8 ETa 825a6 FDATE 96-1479ss69
or M,cam MEN SEUMALO RCE 56915 D47E N/A L I I I A.P.N. 370-080-018
B.M.EL-4-80 DATE:8-26-M ELEI` t265.00 3-�-ZO - CITY ENGINEER S13