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HomeMy WebLinkAbout503-1 - m m a GRADING NOTES: PRECISE GRADING PLANS MISSION TRAIL n AIL 1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES NO. 801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICA77ONS AND THE LATEST EDITION OF THE U.B.C., CHAPTER 70. F®R 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERA 770N. R 3. THE O AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT(f-800-422-4133) PA a d C E L AP 30680 48 HOURSURS PRIOR R TO GRADING. w w 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT A LEAST 24 HOURS IN ADVANCE OF BEGINNING N GRADING OPERATIONS. 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. (DCITY OF LAKE ELSINORE , CALIFORNIA r 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE O SHOWN ON THE PLAN. U 7 FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO i VERTICAL, UNLESS OTHEW/SE APPROVED, SHALL BE SHOWN Q ON THE PLAN, AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. PM 30680 8, FILLS SHALL BE COMPACTED THROUGHOUT TO 9OX DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER A.S.T.M. D-7557-70 i TEST METHOD. CEREAL STREET p 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND INSPECTED BY THE GRADING INSPECTOR AND o D APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. a I LOCATION MAP_ m g G, 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND lS APPROIED BY THE o z SOILS ENGINEERFR n NOT 70 SCALE C Z o 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2"PER FOOT FOR A MINIMUM OF 3; g � Co THEN /X(MINIMUM) TO FLOWLINE OF EARTH SWALE. I - m 12. MIN/MUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X/F CUT AND FILL SLOPE IS LESS THAN 10; AND 27 IF CUT I CONSTRUCTION NOTES AND ESTIMATED Q UANTITIES* $ 70 AND FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. I SEE SHEET NO. 3 I N0. DESCRIPTION UNIT QUAN I/7/ES IS PROVIDE 5' WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES, I O7 INSTALL X' A.C. OVER X A.B. (PER SOILS REPORT) SF j 100,642 15. NO OBSTRUC77ON OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL NBE PERMITTED. I I �Q 2O CONSTRUCT 6" CURB AND GUTTER (TYPE A-6) PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 200 LF 962 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPEWSE GRADING AND PROIVDE A FINAL SOILS REPORT WHICH I 3O CONSTRUCT 4" CONCRETE SIDEWALK PER RIVERSIDE COUNTY STANDARD N0. 401. SF 750 INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARATERISTICS OF THE SOIL. I �j 17 GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE ® CONSTRUCT 6" CURB ONLY (TYPE D) PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 204. LF 5,367 SUBM/TTED TO THE BUILDING AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. • 18. THE SOILS ENGINEERING INVESTIGATION DATED 6127102 PREPARED BY ENGEN CORPORATION CONSTRUCT 'U' CHANNEL PER DETAIL ON SHEET N0. 2 SF 38 � AND THE ENGINEERING GEOLOGIC INVES77GATION DATED SX27 02 PREPARED BY ENGEN CORPORATION, SHALL BE CONSIDERED A PART OF THIS GRADING PLAN, AND SHALL BE COMPLIED NTH. I I © CONSTRUCT 3' WIDE V-GUTTER PER DETAIL ON SHEET NO. 2. SF 848. 19. A REGISTERED CIWL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE I ( O CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD. PLAN NO. 209A. LF 104 SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION(NTH REPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. fj INSTALL 2 X 4" REDWOOD HEADER LF 264 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED/N THE FIELD PRIOR TO COMMENCEMETN OF ANY CONSTRUCTION/GRADING. I SEE SHEET NO. 2 9-) CONSTRUCT CURB OPENING PER DETAIL ON SHEET NO. 3. LF 6 21. STABILITY CALCULATIONS W/TH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND g ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. 1O CONSTRUCT 12' WIDE CURB OPENING PER DETAIL ON SHEET NO. 3. EA 1 22,A FINAL COMPACT/ON REPORT KILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 11 TRANSITION FROM 3' WIDE CROSS GUTTER TO 8' WIDE CROSS GUTTER. LF 24 g S 23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS 70 BE PLACED, IF MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM $ NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF -- --- 12 CONSTRUCT CURB OUTLET PER COUNTY OF RIVERSIDE STD. PLAN NO, 308. LF 37 FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. -- - - -- -- 13 CONSTRUCT ACCESS RAMP DETAIL ON SHEET NO. 3. EA 4 n z 24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUC77ON IN THE FQLLOMNG STAGES CORYDON STREET - � 14 CONSTRUCT DECORATIVE PAVERS PER LANDSCAPE ARCHITECTS PLAN. EA 2 W A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUWAL AND TERRACED AREAS mp AND ANY SUBSTRUCTURES. 15 TRANSITION FROM 6" CURB TO 0" CURB. LF 33 a B. DURING ALL ROUGH GRADING OPERATIONS INCLUDING PRE-COMPACTION, BENCHING AND FILLING OPERATIONS. INDEX MAP 16 CONSTRUCT 6 CONCRETE PAD SF 238 s C. DURING INSTALLATION OF BUTTRESS AND CANYON CUB-DRAINS AND FILTER MATERIAL. SCALE: 1"=100' D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 17 CONSTRUCT 6 THICK CONCRETE TRUCKWELL SF 702 25.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12"ON CENTERS OR ANOTHER APPROVED 18 INSTALL BMP DRAINAGE SWALE LF 185 GROUND COVER. SLOPES OVER 15'IN VER77CAL HEIGHT IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTE AT 10'ON CENTERS, TREES, 20'ON CENTERS; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION *QUANTITIES SHOWN ARE FOR ESTIMATING PURPOSES ONLY. CONTRACTOR IS TO CALCULATE HIS OWN QUANTITIES AND B/D A COMPLETE JOB. DEVICES PER U.B.C., CHAPTER 70. 26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING NOTES CONT'D THE GRADING PROJECT. DEVELOPER: 27.APPROVED EROSION PREVENTATIVE DEICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE/N PLACE 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3"WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3' AT THE END OF EACH DA Y'S WORK. OF FINISH GRADES, UNLESS THE LOCATION, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 28,ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRCUT/ON SAFETY ORDERS. 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEICES AND OBTAIN INSPECTION BEFORE APPROVAL. ALESCO DEVELOPMENT INC., LLC 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. 21021 VENTURA BLVD., SUITE 300 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS TEH RESPONSIBILITY OF THE PERM/TEE. WOODLAND HILLS, CP..91364 30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 818-883-9600 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. CL = CENTERLINE 4 EP = EDGE OF PAVEMENT bz 32,ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT FH = FIRE HYDRANT p OFRFIIN 90 DAPS AFT R COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO, 882 PRIOR TO THE APPROVAL FS = FLOW LINE SURFACE D MH - MANHOLE EARTHWORK QUANTITIES: SOILS ENGINEER: m g (n 33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY - PL = PROPERTY LINE z +n DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS WHETHER OR NOT SUCH FACILITIES ARE SHOWN pp = POWER & TELEPHONE POLE CUT 6,000 C.Y. EnGEN Corporation D (� z ON THESE PLANS. opROFESS10nq SMH = SEWER MANHOLE FILL: 5,300 C.Y. 41607 Enterprise Circle North, Suite 1 s (� 34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, PR/OR TO ROUGH GRADE APPROVAL. �Q4'o°" Ie��<2c TC = TOP OF 6" CURB Temecula, Ca.92590 g ca 35.APPROX/MATE DATE OF., BEGINNING OPERATION:09-02 m vim = WATER METER No.42465 A WV = WATER VALVE 8 COMPLETION., 10-02 * E.p.3/31/04 * X 1417.4- SPOT ELEVATION �ql CIVII \P 5 FOF CA 1(°� 5.20 FL = SPOT ELEVATION FOR POINT DESCRIBED REVISIONS PREPARED UNDER E EROSION OF' PREPARED B)'• CITY OF LAKE ELSINORE Underground Service Alert E o 9 02 Jensen&Associates� ,N, ,• �..N�• =u N� PRECISE GRADING PLAN q Call: TOLL FREE DON E EY, R. .E. 42465 DAT - 1487 Woodvde Lx •Mande,CA 92806•(909)780-1829•FAX(909)78&1629 I O RE EXP. 3-3-04 OF 1 -8 O O THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE COND17701VS PARCEL MAP 30680 rtI! 4,22-4�33 SCALE.• BENCH MARK au OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. A$ NOTED RIVERSIDE COUNTY BENCHMARK EL-4-80: 3 TWO WORKING DAYS REF DESCRIPTION BY APPR DATE p n 1 1/2"ALUMINUM CAP IN 6"CONC.COLLAR CITY OF LAKE- ELSINORE BEFORE YOU DIG /1 .-�'^--�1 �X�/�^""��' t�YV-D Z' DATE' 0.7 MI.SW FROM INT.OF CORYDON STREET AND MISSION DESIGNED BY DRAWN BY. RAY ND O'DONNELL, CITY ENGINEER DATE TRAIL,100'NW OF C.L.CORYDON ST. CHECKED BY PROD. MGR.: R.C.E. NO. 26603, REG. EXP. 09-OS-02 ELEv.=tzss.00 W.O. F.B. FILE A'o. %6/6'Z