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Home My WebLink About0005_6_PA 2016-67 - Exhibit E - Design Review PackageROSETTA VIEW ESTATESTRACT 32129 LOTS 1-27FINAL SITE PLAN OF DEVELOPMENTBUILDING SETBACK REQUIREMENTSMEDIUM LOW DENSITY (MLD) - PER RAMSGATE SPECIFIC PLAN·FRONT YARD - 10' MIN.·GARAGE SETBACK: 17' (MINOR VARIATIONS PERMITTED TO AMINIMUM OF 10' SUBJECT TO THE APPROVAL OF THE PLANNINGCOMMISSION PER CONDITION NO. 6.)·SIDE YARD - 5' OR 10' MIN. FOR CORNER LOTS·REAR YARD - 10' MIN.MP 146514661470147514801485149614972261345727242514 23 22 21 20 19 15 16 17 18121098SW 2:12:12:12:12:12:12:12:12:1 2:12:12:12:12:12:12:12:12:1 2:1 2:1 2:12:12:1 2:1 2:1 2:12:12:12:1APPROX. FILL KEYAPPROX. FILL KEYAPPROX. FILL KEYALLUVIUM REMOVALALLUVIUM REMOVALALLUVIUM REMOVALALLUVIUM REMOVALALLUVIUM REMOVALAPPROX. FILL KEYALLUVIUM REMOVAL154915511497.514921494VARIES2:1 MAX.61113 12+0013+0014+0015+0016+0017+0010+0011+006% S S WW SWS6% 6%6%6% SWSW11+00 12+0013+00 13+96.07 20+0012+0013+0014+0010+00 SSSWWW City of Lake ElsinorePlanning Commission ApprovalNovember 6, 2018Damaris AbrahamBy: OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL GARAGE SERVICE DOOR OPTIONAL GARAGE SERVICE DOOR OPTIONAL GARAGE SERVICE DOOR OPTIONAL GARAGE SERVICE DOOR OPTIONAL GARAGE SERVICE DOOR OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL MASTER BATH WINDOW OPTIONAL GARAGE SERVICE DOOR OPTIONAL GARAGE SERVICE DOOR OPTIONAL GARAGE SERVICE DOOR OPTIONAL GARAGE SERVICE DOOR OPTIONAL GARAGE SERVICE DOOR OPTIONAL GARAGE SERVICE DOOR OPTIONAL GARAGE SERVICE DOOR OPTIONAL GARAGE SERVICE DOOR OPTIONAL GARAGE SERVICE DOOR OPTIONAL GARAGE SERVICE DOOR OPTIONAL GARAGE SERVICE DOOR OPTIONAL GARAGE SERVICE DOOR SCHEME 2 SCHEME 4 SCHEME 5 SCHEME 8SCHEME 7 SCHEME 6 SCHEME 9 ROOF SLATE Stone Mountain Blend 1 FACS 5354 ROOF SLATE Appalachian Blend 1 FACS 0330 ROOF SHAKE Charcoal Blend 1 FBCJ 1430 ROOF SHAkE Charcoal Brown Blend 1 FBCJ 1132STUCCO 2034 Argos (SW 7065) STUCCO KB1306 Relaxed Khaki (SW 6149) SIDING Labradorite (SW 7619) SIDING / TRIM Extra White (SW 7006) GARAGE FACTORY WHITE (SW 7656) GARAGE FACTORY GRAY (SW 7660) FRONT ENTRY / SHUTTERS Gale Force (SW 7605) FRONT ENTRY / SHUTTERS Iron Ore (SW 7069) FASCIA / TRIM Arcade White (SW 7100) FASCIA Roycroft Mist Gray (SW 2844) ROOF SHAKE Toffee 1 FBCJ 0007 STUCCO 1207 Colonial Revival Stone (SW 2827) SIDING Rugged Brown (SW 6062) GARAGE FACTORY BROWN (SW 6006) FRONT ENTRY / SHUTTERS Jasper (SW 6216) TRIM Sand Beach (SW 7529) FASCIA Van Dyke Brown (SW 7041) STONE (CORONADO STONE) OLD WORLD LEDGE Carmel Mountain STONE (CORONADO STONE) OLD WORLD LEDGE Monarch STONE (CORNADO STONE) TUSCAN VILLA Rawhide KB Home reserves the right to modify or discontinue any products, colors or styles at any time without prior notice. Displays of options, colors, textures, brick, stone, tile, shutters, roofing materials, siding, surfaces, stain and material combinations viewed on a sample color board may differ from the appearances of the options on homes when viewed in person. Please visit a KB Home model home community to view actual colors textures, materials, and combinations. SPANISH ‘A’ ELEVATIONS FARMHOUSE ‘B’ ELEVATIONS FRENCH COUNTRY ‘C’ ELEVATIONS STUCCO KB 1255 White Heron (SW 7627) STUCCO KB 1207 Tony Taupe (SW 7038) STUCCO KB 2092 Ethereal Mood (SW 7639) GARAGE FACTORY BROWN (SW 6006) GARAGE FACTORY WHITE (SW 7656) GARAGE FACTORY ALMOND (SW 7572) FRONT ENTRY Rookwood Dark Red (SW 2801) CLAY PIPE Aurora Brown (SW 2837) FRONT ENTRY Terra Brun (SW 6048) FRONT ENTRY Black Fox (SW 7020) TRIM Macadamia (SW 6142) TRIM Origami White (SW 7636) FASCIA / SHUTTERS Sealskin (SW 7675) SHUTTERS Homburg Gray (SW 7622) GABLE END Virtual Taupe (SW 7039) GABLE END Mega Greige (SW 7031) GABLE END Adaptive Shade (SW 7053) FASCIA / TRIM Neutral Ground (SW 7568) FASCIA Jute Brown (SW 6096) GARAGE FACTORY BROWN (SW 6006) STUCCO 1020 Navajo White (SW 6126) GARAGE FACTORY GRAY (SW 7660) FRONT ENTRY / SHUTTERS Homburg Gray (SW 7622) FASCIA / TRIM Brainstorm Bronze (SW 7033) ROOF SLATE Buckskin 1 FACS 0141 Southern California / Inland Empire Project #425999123 Rosetta Hills December 8, 2020 SCHEME 1 ROOF VILLA Red Castle 1 VICS 7970 ROOF VILLA California Mission Blend 1 VICS 6464 STUCCO KB 1338 Stucco (SW 7569) GARAGE FACTORY TAUPE (SW 7038) FRONT ENTRY / SHUTTERS Shade-Grown (SW 6188) CLAY PIPE Aurora Brown (SW 2837) SHUTTERS Slate Tile (SW 7624) TRIM Outerbanks (SW 7534) FASCIA Status Bronze (SW 7034) SCHEME 3 ROOF VILLA Apple Bark 1 VICS 0431 STUCCO KB 1204 Bittersweet Stem (SW 7536) FRONT ENTRY / SHUTTERS Blustery Sky (SW 9140) CLAY PIPE Aurora Brown (SW 2837) TRIM Resort Tan (SW 7550) FASCIA Smokehouse (SW 7040) PMB 367/93-113TR 25479KINGBIRD LANEQUICKSILVER ROADMAVERICK COURTTR 32129 PMB 96/23-24PM 15995MB 411/42-50 TR 30698 ROSETTA ESTATES PROJECT LEGEND 3 1 2 3 PHASING EXHIBIT 1480148514901495146514661470147514801485149014951496149715001505N 201,200E 237,400N 201,400E 237,40012+0013+0014+0015+0016+0017+0018+0019+0020+0010+0011+0012+0013+0014+0014+84.5910+001510 154015301525152015351515 1545155015101560156515701575158015652P=1500.026P=1500.81P=1497.33P=1502.44P=1504.85P=1506.57P=1506.927P=1546.024P=1505.925P=1503.414 P=1534.0 23 P=1537.3 22 P=1544.0 21 P=1550.0 20 P=1555.9 19 P=1556.7 15 P=1539.9 16 P=1546.3 17 P=1552.3 18 P=1556.712P=1533.710P=1523.89P=1519.28P=1512.6154515001485150514951490150515551550 1555 156015451555 1 4 8 5 1 4 9 0 149515001505 149 01489.56%1491 TOP15301 5 2 0152514901495150015051510154015306%6%6%6%6%1555 1555 1560 50'18'18'7'7'50'50'18'18'7'7'18'7'18'7' 50'IMPROVEMENTS &GRADING FOR TRACT30698 BY OTHERSN 201,600E 237,400N 201,800E 237,400N 202,000E 237,4005'PROP. 20' S.D. EASEM'T11+00 12+00 13+00 13+96.0718'7'18'7'50'15551490 1505 15256%1550 6%15501540152015151510150515001550154515401535155515305'5'5'5'1549155015516%153515301525152015151497.5149214941 5 5 0 1 5 4 515501 5 4 0153015351540154515 4 5 15 4 0 1535 1530149014856'20' S.D. EASEM'T20' S.D. EASEM'T14851490148515'15'1520 1537.36P=1507.311P=1528.713P=1538.5156015401540154015451 5 1553 1 5 4 0 18.2%14.0%13.0%15 3 0 1 5 5 5 152015401543 TW1534 TF1538 TW1528 TF1525 TW1519 TF1536 TW1526 TF1533 TW1519 TF1544 TW1539 TF1549 TW1545 TF1546 TW1544 TF1545 TW1540 TF1540 TW1535 TF1535 TW1531 TF1532 TW1529 TFSCALE: SEE SHEETSHEET:OF 3REVISIONS DATE 09/30/22EXP. DATESIGNATURELLA 5508DATEOAI N ROFILACFETA TSAL ICENSE DL IHEPACSDNTCACETRI K GINOLMROT.03/15/22WEILAND DESIGN GROUP, INC. KB HOME SOUTHERN CALIFORNIA CITY OF LAKE ELSINORE, CA ROSETTA VIEW ESTATES - TRACT 32129 CONCEPTUAL LANDSCAPE PLAN 28924 OLD TOWN FRONT STREET, STE 202 TEMECULA, CA 92590 P (844) WEILAND, XT 701 EMAIL - KLONIGRO@W-D-G.COM CORPORATE OFFICE 291 SIERRA WAVE SWALL MEADOWS, CA 93514 LANDSCAPE ARCHITECTURE + PLANNING + CONSTRUCTION MANAGEMENTDATE: 03/15/2022JOB # 21-073EDRAWN: KTL12/20/2021, 12/22/2021, 01/24/2022, 03/15/20220SCALE - 1" = 20'40'80'120'40'-0"NORTHLC-022WALL AND FENCE CONCEPT PLANFUEL TREATMENT ZONE 1BFUEL TREATMENT ZONE 2TRACT BOUNDARYTRACT BOUNDARYTRACT BOUNDARYTRACTBOUNDARY6' HIGH TAN VINYL PRIVACY FENCE - TYP.WALL AND FENCING NOTES:1)ALL STREET FACING WALLS, OPEN SPACE FACING WALLS, AND WALLSVISIBLE TO THE PUBLIC SHALL BE DECORATIVE BLOCK WITH A CAP.2)THE DESIGN AND COLOR MUST MATCH THE PRESERVE STANDARDS.3)BICKMORE AVENUE WALL COLOR AND DESIGN PER PDG 4-24.4)TO PROVIDE INTEREST FOR DECORATIVE WALLS WITHIN THE TRACT,MINOR VARIATIONS SHOULD BE INCORPORATED INTO THE DESIGN.5)PILASTERS SHALL BE A MINIMUM 24” SQUARE BLOCK PILASTER ANDPROVIDED AT A MINIMUM SPACING OF EVERY 50 FEET ALONG ALL STREETFRONTAGES.6)INTERIOR PILASTERS AND WALL CAPS SHALL MATCH THE STYLE OF THEHOME THEY ARE ADJACENT TO.7)COMBINATION RETAINING WALLS SHALL NOT BE TALLER THAN THEADJACENT WALLS THAT FACE THE PUBLIC STREET.6' HT. TUBULAR STEEL FENCE - TYP.SYM.6' HT. PERIMETER WALL1-SIDED SPLIT FACE BLOCK WITH 3'WIDE TAN VINYL GATE AT GARAGE SIDEWHERE OCCURS - TYP. SYM.VINYL ACCESS GATE (NTS)AT GARAGE SIDE - NOT SHOWN ON OVERALL CONCEPT PLAN6'-0"VINYL PRIVACY FENCE (NTS)6'-0"ADJACENT TAN BLOCK WALL3' WIDE SELF LATCHING TAN VINYL GATETAN VINYL PRIVACY FENCE6'-0"MAX.RETURN WALLWITH PILASTERS (NTS)1 SIDED TAN SPLIT FACE BLOCK WALL(SPLIT FACE ON "PUBLIC" SIDE OF WALL)TAN PRECISION BLOCK CAP8"7' HT. MAX.PRECISION CAP16" SQ. CMU SPLIT FACEPILASTER1SEE PLAN6'-0"TOP & BOTTOM RAIL TO BE 1-1/2" ROUNDTUBULAR STEEL, INSTALL RAILS PARALLEL TOSLOPE FACE2" ROUND POST SPACED EVENLY @ MAX 8'-0"O.C. AND AT EACH PROPERTY LINE, DIRECTIONCHANGE AND FENCE INTERSECTION.LOCKING GATE LATCH TO MATCH FENCE5/8" ROUND TUBULAR STEEL PICKETS, SPACE 41/2" O.C. 16 GAUGE-WELD AT TOP & BOTTOMWELD 8' LONG MAX. PANELS TO POST ALLWELDS TO BE CONTINUOUS AND GROUNDSMOOTH.FINISH GRADEPOSTS SET IN CONCRETE FOOTING - TYP.1LEGEND3/4" = 1'-0"TUBULAR STEEL FENCE & GATE23456245163277TAN VINYL FENCEBTAN VINYL ACCESS GATECCMU BLOCK WALL & PILASTERSDA 15+0014801485149014951465 1466 1470 1475 1480 1485 1490 1495 14961497 15001505N 201,000 E 237,400 N 201,200 E 237,400 N 201,400 E 237,4006+007+00 8+00 9+00 10+00 11+00 12+00 13+0014+0015+0016+0017+0018+001 9 + 0 0 20 + 0 0 21 +0021+50.19PC = 6+00PT = 7+64.68PC = 10+09.31PT = 11+32PC = 12+07 PT = 12+89.64 PC = 13+49.64 PT = 14+ 0 7 . 4 1 PC = 15+ 6 8 . 2 6 PT = 16+37.69 PC = 17+48.35 PT = 1 9 + 3 8 . 8 0 PC = 19 + 8 8 . 8 0 PT = 21+47.0 5 10+00 11+00 12+00 13+00 14+00 14+84.59 10+0015101540 1530 1525 1520 1535 15151545 1550 1510 1560 1565 1570 1575 1580 15652P=1500.026P=1500.81P=1497.33P=1502.44P=1504.85P=1506.57P=1506.927 P=1546.024P=1505.925P=1503.414P=1534.023P=1537.322P=1544.021P=1550.020P=1555.919P=1556.715P=1539.916P=1546.317P=1552.318P=1556.712 P=1533.710 P=1523.8 9 P=1519.2 8 P=1512.6 1545 1500 1485 1505 1495 1490 1505 1555 155015551560154515551485149014951500150514901489.5 6% 1491 TOP 1530 1520 1525 1490 1495 1500 1505 1510 1540 1530 6%6%6%6%6%15551555156050' 18'18'7' 7'50'50'18'18'7'7'18'7'18'7'50'N 201,600 E 237,400 N 201,800 E 237,400 N 202,000 E 237,400 N 202,200 E 237,400 2:1 2:1 2:1 2:1 2: 1 2:12:1 2:12:12:1 2:1 2:12:1 2:1 2:12:12:12:12:12:12:1 2:1 2:12:12:1PROP. 20' S.D. EASEM'T 11+0012+0013+0013+96.0718'7'18'7' 50' 15551490 150515256%15506%1550 2:1 1540 2:1 2:1152015151510150515001550154515401535155515302:1 154 9 15 5 0 155 1 6% 1535 1530 1525 1520 1515 14 9 7 . 5 1492 1494 154015451550 1535 1525VARIE S 2:1 M A X .153015351540154515451540153515301490 1485 1485 1490 148515'15'15206P=1507.311 P=1528.7 13 P=1538.5 15601540 15401540 1545 15535.5'SETBACK 20 21 REVISIONS APPR.DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT MAY BE ISSUED DATE PREPARED BY: DATE SCALE: DATE: CITY OF LAKE ELSINORE SHEET OF SHEETS FILE No. SEAL MARK ROUGH GRADE PLAN 7 Job No. 08-0194-21 Bin No. XX Doc No. XXXXX TR. 36115 ROUGH GRADING PLANPLANNING • ENGINEERING • SURVEYING 19 Spectrum Pointe Drive • Suite 609 Lake Forest, CA 92630 (949) 599-0870 (949) 599-0880 Fax Civil Engineering, Inc. MAYERS & ASSOCIATES TRACT 32129 DRU J. MAYERS NO. 38474 EXP. 03-31-21 OCT 13, 2020 AS NOTED RCE EXP INSPECTORDATE DATE REVIEWED BY REMON HABIB R.C.E. NO. 83156 CITY ENGINEER USC AND GS BENCHMARK DISK IN CONCRETE MONUMENT STAMPED D 307 1935, IS 38 FT WEST OF CENTERLINE CALIFORNIA HIGHWAY 74, 33FT SOUTH OF POWER POLE 19319 CWT. HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. ELEV. 1425.76 NAVD 88 No. 38474 REGISTERED P R O F E S SIO N A L ENGINEERST A TEOF C A L I F O R N IACI V I LDRUJ.M A YE R S10-13-2020 (714) 832-2077 R.J. Lung & Associates Flown May 2002 2832 Walnut, Suite E Tustin, CA 92780 P:\09-0150-02 TR 32129 SPECTRUM COMMUNITIES\GRADING\ROUGH\GRD_SHT01.DWG 15 742 SUMMIT DRIVE LAGUNA BEACH, CA 92561 T.C. F.L. T.G. G.B. F.G. R.G. F.S. INV. P F.F. G.F.F. B.V.C. E.V.C. P.I. E.P. TW D.F. L. DWY. N.T.S. TOP OF CURB FLOWLINE ELEV. TOP OF GRATE GRADE BREAK FINISH GRADE ROUGH GRADE FINISH SURFACE INVERT OF DRAIN PAD ELEVATION FINISH FLOOR ELEV. GARAGE FINISH FLOOR BEGIN VERTICAL CURVE END VERTICAL CURVE POINT OF INTERSECTION EDGE OF PAVEMENT TOP OF WALL ELEV. DEEPENED FOOTING LENGTH DRIVEWAY NOT TO SCALE EXIST. CONTOUR PROP. CONTOUR PROPERTY LINE DAYLIGHT LINE SHEET FLOW RATE GRADED SWALE CENTERLINE SWALE HIGH POINT FLOWLINE SUBDRAIN AREA DRAIN TOP OF SLOPE TOE OF SLOPE RETAINING WALL (PER SEPARATE PERMIT) FIRE HYDRANT STREET LIGHT SOUND OR SCREEN WALL WATER METER CATCH BASIN & LOCAL DEPRESSION (100) 100 2%H.P.100.2S TOP OF FOOTING ELEV.TF DEEPENED FOOTING0.0'D.F.D.F.0.3' PUBLIC UTILITY EASEMENTP.U.E. 3' O.X.DEPTH OF REQ'D OVER EXCAVATION R/W RIGHT OF WAY TRACT BOUNDARY LINE PAGE 836, F-7, 2002 THOMAS BROS. MAP INTERSTATE 15CANYON LAKEHIGH W A Y 7 4 RAILROAD CA N Y O N R O A DGREENWALDSUMM E R HI L L RAMSGATE TUSCANY HILLS A V ENU E DRIVE485 Corporate Drive, Suite B Tel: (619) 867-0487 Escondido, CA 92029 THE BASIS OF BEARINGS FOR THIS SURVEY IS STATE PLANE COORDINATE SYSTEM, ZONE 6, NORTH AMERICAN DATUM 1983, AS DETERMINED LOCALLY BY THE LINE BETWEEN NGS CORS STATIONS "BILL" AND "PPBF", BOTH AS PUBLISHED ON NGS DATA SHEETS, BEING N20°23'41"W (2000.35 EPOCH). RIVERSIDE COUNTY TRANSPORTATION DEPT.R.C.T.D. APPROXIMATE LOCATION OF FILL KEYTRELLIS LANESHARON ST. LAKE ELSINORE VAC A T I O N D R . CANYON LAKE DR. RIVERSIDE ST. C O L L I E R A V E . PLOT DATE:Dwg. Revision Date:BY:11/13/202010/01/2020 GIDUOY EROFEBLLA C"CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will inform you of whom they will notify. TWO WORKING DAYS BEFORE YOU DIG 1-800-422-4133 Call:Toll FREE UNDERGROUND SERVICE ALERT 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MANICIPAL CODE CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE (U.B.C.), CHAPTER 33. 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATION. 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA ALERT (1-800-422-4133) 48 HOURS PRIOR TO GRADING. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 9O% DENSITY AS DETERMINED BY THE MODIFIED THREE-LAYER ASTM D-1557-30 TEST METHOD. 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2 INCH PER FOOT FOR A MINIMUM OF 3 FEET, THEN 1% (MINIMUM) TO FLOW LINE OF EARTH SWALE. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS THAN 10 FEET, AND 2% IF CUT OR FILL IS GREATER THAN 10 FEET. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5 FOOT DEEP AND CONSTRUCTED A MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FILL SLOPES. 13. PROVIDE 5-FOOT-WIDE BY 1-FOOT HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5 FEET HIGH. 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100-YEAR STORM FLOWS, ALONG THE TOP OF CUT SLOPES. 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS OF THE SOIL. 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. 18. A REGISTERED CIVlL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT 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. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 20. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT. 21. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 FOOT. 22. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT 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 FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. 23. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL, AND TERRACED AREAS AND ANY SUBSTRUCTURES. B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTION, BENCHING, AND FILLING OPERATIONS. C. DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER MATERIAL. D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER, AT 12 INCHES ON CENTER. SLOPES OVER 15 FEET IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10 FEET ON CENTER; TREES AT 20 FEET ON CENTER; COMBINATIONS 15 FEET ON CENTER. SLOPES OVER 3 FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER U.B.C., CHAPTER 70. 25. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. 26. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. 27. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 28. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 29. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 30. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. 31. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF (3) FEET VERTICAL HEIGHT WITHIN (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 32. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 33. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL. 34. APPROXIMATE DATE OF: BEGINNING OPERATION:DECEMBER, 2020 COMPLETION: JUNE, 2022 35. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3 INCHES WILL BE PLACED IN FILLS WITH ROADBED AREAS OR 3 FEET OF FINISH GRADES, UNLESS THE LOCATION, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 36. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. 37. GRADING PERMIT SHALL NOT BE ISSUED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. 38. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. 39. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. 40. ALL CUT SLOPES GREATER THAN 7' AND ALL FILL SLOPES GREATER THAN 3' SHALL BE PROTECTED WITH APPROVED HYDROSEED OR APPROVED EQUIVALENT. 41. THE SOILS ENGINEERING INVESTIGATION DATED________________ PREPARED BY (______________________) AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED ___________________ PREPARED BY (_______________________). SHALL BE CONSIDERED A PART OF THIS GRADING PLAN, AND SHALL BE COMPLIED WITH, FOR THIS DEVELOPMENT. OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS JOHN J. DONOVAN (GE NO.) (Date) NOTE: THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES FORTY-EIGHT (48) HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION: CITY OF LAKE ELSINORE GENERAL TELEPHONE ELSINORE VALLEY MUNICIPAL WATER DISTRICT SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY MEDIA ONE CABLE TV 1-909-674-7741 1-800-684-8123 1-800-427-2200 1-909-674-3146 1-800-422-4133 1-909-674-3125 UNDERGROUND SERVICE ALERT (U.S.A.)1-800-422-4133 IT IS THE CONTRACTOR / BIDDER'S RESPONSIBILITY TO REVIEW THESE PLANS AND PREPARE THEIR OWN TAKE - OFFS TO VERIFY ALL QUANTITIES INCLUDING ALL EARTHWORK QUANTITIES (RAW & REMEDIAL) TO COMPLETE ALL GRADING AND IMPROVEMENTS SHOWN ON THESE PLANS. 358-130-067, 358-130-068, 358-110-011, 358-110-020, 358-110-021 PORTIONS OF LOTS 408 AND 409 OF TRACT NO. 30493-1, IN THE CITY OF LAKE ELSINORE FILED DECEMBER 23, 2004 IN BOOK 370 OF MAPS, AT PAGES 62 THROUGH 72, INCLUSIVE, AS INST. NO. 2004-1018485, O.R. ON FILE IN THE OFFICE OF COUNTY RECORDER OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, TOGETHER WITH A PORTION OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF. 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 1 A HAUL ROUTE NEEDS TO BE SUBMITTED TO THE CITY ENGINEERING DEPARTMENT AND APPROVED BY CITY COUNCIL PRIOR TO ISSUANCE OF PERMIT. CITY OF LAKE ELSINORE VIA ORDINANCE 1271 REQUIRES PROJECTS WITH TRANSPORTATION OF EARTH MATERIALS IN EXCESS OF 5,000 CUBIC YARDS TO HAVE THEIR HAUL ROUTES APPROVED BY THE CITY COUNCIL. (714) 329-5786 APRIL 12TH, 2004 NEBLETT & ASSOCIATES APRIL 12TH, 2004 NEBLETT & ASSOCIATES P:\09-0150-02 TR 32129 SPECTRUM COMMUNITIES\GRADING\ROUGH\GRD_SHT02.DWG15' TYP.10' MIN.2'BLDG. LINE EXTRA DEPTH OF FOOTING TOBE DIMENSIONED ON THE PLANS6"12"3' MIN.3' MIN.BLDG. LINENO SCALE*EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 112:1SECTION B-B2%MIN.*2:1 MAX.*12" MIN.PAD4% MIN./2:1 MAX.12" MIN.4% MIN./20% MAX.PAD12" OR LESS6" MIN.6" MIN.BLDG. LINEPADPADTOP OF SLOPE2% MIN./5% MAX.2% MIN./20% MAX.SECTION C-CPAD12" MIN. 6" MIN.PADROUGH GRADE PADNO SCALE1. BERM DETAIL TO BE USED ON ALL SLOPES OVER 5' HIGH2. BERM TO BE REMOVED PRIOR TO CONSTRUCTION OF WALLS ANDFENCESELEVELEV5' MIN.ELEV G.F.F. ELEV.DIRECTION OF FLOWELEVCURB FACET.C.ELEV1% MIN.5' MIN.PROPERTY LINEF.L.F.L.ELEVSIDEWALKELEVT.C.12% MAX.B.S.L.ELEVELEV 15' TYP. (10' MIN.)F.F. ELEV.PAD ELEV.1% MIN.1% MIN.ELEVELEV ELEVELEVPOINT2% MIN.1% MIN.2% MIN.ELEV1% MIN.ELEVLOT NO.HIGHELEVELEV 2'12"TOP OF SLOPE AFTERREMOVAL OF BERMSIDE YARD PROPERTYLINE (WHERE OCCURS)5'12"TOP OF BERMSHOWN PER PLANREAR PROPERTY LINE(WHERE OCCURS)1. SECTION A-A APPLIES WHEN THE DIFFERENCE IN PADELEVATIONS EXCEEDS 12".2. SECTION B-B APPLIES WHEN THE DIFFERENCE IN PADELEVATIONS IS 12" OR LESS & THE EXTRA DEPTH FOOTING ISSHOWN ON THE GRADING & STRUCTURAL PLANS.3. IN NO CASE SHALL THE SWALE FLOWLINE BE LOWER THANTHE BOTTOM OF THE FOOTING WITHIN 5' FROM BUILDING.4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONGTHE TOP OF ALL FILL SLOPES OVER 5' HIGH.5. SWALES TO BE CUT IN AT 1% MIN. AT ROUGH GRADE ANDPRIOR TO BUILDING CONSTRUCTION.6. A PAVED DRAINAGE SWALE, CATCH BASIN & PIPE OR OTHERSIMILAR DRAINAGE DEVICE IS REQUIRED WHEN A STOOP,FIREPLACE OR PORTION OF THE BUILDING EXTENDS WITHINESTABLISHED DRAINAGE SETBACKS.7. SEE R.C.T.D. STD. PLAN 207 FOR DRIVEWAY APPROACHES.8. PAD DRAINAGE TOWARD SWALES AT 2% MIN.*EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 112:1TOP/TOE OF SLOPE PER PLANPAD6" MIN.6" MIN.3' MIN.5' MIN.12" MIN.6" MIN.3' MIN.TOP OF BERM SHOWNPER PLAN. SEE TYPICALDETAIL HEREONSECTION A-APROPERTY LINEF.L.2:1 MAX.4% MIN./20% MAX.12" MIN.2%MIN.*2:1 MAX.*5' MIN.PADBLDG. LINEF.L.12"BLDG. LINEF.L.PROPERTY LINEPADROUGH GRADE LINE6" CURB & GUTTERSIDEWALKSIDEWALK6" CURB & GUTTERR/WR/WFUTURE DRIVEWAYPAD PER PLAN10' GRADING SETBACK25'18'12"7'0.3'21122%12" 24"4'2%12"7'0.3'4'18'2%2%25'50'3' P.U.E.3' P.U.E.FILTER FABRIC.OF GRAVEL WRAPPED INSCH. 40 PIPE W/1 CF/LFPERFORATED 4" PVCOUTLET.10' O.C. FOR SUBDRAIN2" PVC SCH. 40 PIPE @NOTE: ALL RETAINING WALLS SHOWN HEREON ARE PER SEPARATE PERMIT.N.T.S. WALL HEIGHT (VARIES)2:1 SLOPE MAX .WATERPROOFINGSUBDRAINTOP FOOTINGPADNOTE: WALL AND FOOTING SHOWNFOR REFERENCE ONLY1'REVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATECONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT MAY BEISSUEDDATEPREPARED BY:DATESCALE:DATE:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No.SEALMARKROUGH GRADE PLAN7Job No. 08-0194-21 Bin No. XX Doc No. XXXXX TR. 36115 ROUGH GRADING PLANPLANNING • ENGINEERING • SURVEYING19 Spectrum Pointe Drive • Suite 609Lake Forest, CA 92630(949) 599-0870(949) 599-0880 FaxCivil Engineering, Inc.MAYERS & ASSOCIATESTRACT 32129DRU J. MAYERSNO. 38474 EXP. 03-31-21OCT 13, 2020AS NOTEDRCEEXPINSPECTORDATEDATEREVIEWED BYREMON HABIB R.C.E. NO. 83156CITY ENGINEERUSC AND GS BENCHMARK DISK IN CONCRETEMONUMENT STAMPED D 307 1935, IS 38 FT WEST OFCENTERLINE CALIFORNIA HIGHWAY 74, 33FT SOUTH OFPOWER POLE 19319 CWT.HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.ELEV. 1425.76 NAVD 88No. 38474R E G ISTE R E DPROFESSIONALENGINEERSTATEOFCALIFORNI ACIVIL D RUJ.MAYERS10-13-20206"TRACT BOUNDARYNATURAL GROUNDPAD PER PLAN2:1 SLOPE5'5'2:1 MAX.6' WIDE X 18" DEEP CONC. V-DITCH10'5'5'2:12:12% MIN.NO SCALEPAD PER PLANPROPERTY LINETRACT BOUNDARY2:1 SLOPE20' S.D. EASEM'TNO SCALERETAINING WALL PERSEPARATE PLANMIN.2.5' MIN.MIN.MIN.TRACT BOUNDARY2:1 SLOPE3' CONC. V-DITCH12'3'2:12% MIN.NO SCALEALL WEATHER1'EXIST. DRIVEWAYVARIES8'14'ACCESS ROADRETAINING WALLPER SEPARATE PLAN1'4" ASPHALT ON NATIVE. *SOILS ENGINEER TOVERIFY SECTION UPONCOMPLETION OF GRADING.13'1.5118" MIN.12"12"NO SCALE6' MIN.12122% MIN.3' MIN.SPILLWAY CRESTSECTION T-TWELDED WIRE MESHWITH 6"X6" - 1.4 X 1.43" THK. GUNITE OR 4" THK. CONC.BASINPLOT DATE:Dwg. Revision Date:BY:11/13/202004/07/2020J.C.CONCRETE DRAIN TO PIPE INLET PER DETAIL ON SHEET 3CONST. DOWN DRAIN PER DETAIL ON SHEET 3CONST. DOWN DRAIN TO PIPE TRANSITION PER DETAIL ON SHEET 3CONST. 6' BENCH & TERRACE DRAIN PER DETAIL ON SHEET 3CONST. 12' BENCH & TERRACE DRAIN PER DETAIL ON SHEET 3CONST. INTERCEPTOR DRAIN PER DETAIL ON SHEET 3CONST. SPLASH WALL PER DETAIL ON SHEET 3CONST. CONCRETE V-DITCH PER DETAIL ON SHEET 3CONST. RIP-RAP PER DETAIL ON SHEET 3CONST. UTILITY V-DITCH PER DETAIL ON SHEET 3INSTALL 6" NDS ATRIUM DRAIN/GRATEJOIN EXISTING CONCRETE DRAIN.CONST. 6' WIDE CONCRETE V-DITCH PER DETAIL ON SHEET 3INSTALL 12" PVC SCHED. 40 OR APPD. EQUALINSTALL 4" PERFORATED PVC SCHED. 4O FOR WALL SUBDRAIN PER DETAIL ON SHT. 2REMOVE INTERFERING PORTION OF EXIST. CONC. DITCHCONST. CUT-OFF WALL PER DETAIL ON SHEET 3.STABILIZED CONTRUCTION ENTRANCE PER DETAIL ON SHEET 6SILT FENCE PER DETAIL ON SHEET 6CHECKDAM PER DETAIL ON SHEET 6TYPICAL STREET SECTION PER DETAIL ON SHEET 6STREET STRAW WATTLE PER DETAIL ON SHEET 6FIBER ROLL PER DETAIL ON SHEET 6195LF866EA470LF-LF2EA49LF105LF200SF1EA600LF3EA2EA210LF430LF577LF866LF9LF980LF7EA980LF975LF2,630SF870LFSANDBAGS PER DETAIL ON SHEET 63,464LFCONSTRUCT CHAIN LINK FENCE & DRIVE GATE PER SEPARATE PERMIT.400LF18LFCONSTRUCT CONCRETE SPILLWAY PER DETAIL ON SHEET 2.5,365SFTEMPORARY BASIN INLET PER DETAIL ON SHEET 6.1EA22:1 SLOPEEXIST ING PROPERTY LINENO SCALE2:1 SLOPE2:1 SLOPEEXIST INGR/WCONSTRUCT 4" AC OVER NATIVE COMPACTED SOIL, SOIL COMPACTED TO 85%. P:\09-0150-02 TR 32129 SPECTRUM COMMUNITIES\GRADING\ROUGH\GRD_SHT03.DWG#4 GALV. SUPPORTBARS @ 9" O.C.2'6"F.L.TERRACE DRAINPLAN10'0"RIM101.50TRANSITIONF.L.DOWN DRAIN3'0"ANCHORS101.505'0"RIMF.L.6% MIN.SECTION A-A8"2'6"5'0"18"ANCHORS12"OF SLOPEFINISH SURFACE12"8"SEE CONTRUCTION NOTES FORPAVED DRAINAGE DEVICES HEREON12"18"PIPE SIZE ANDTYPE PER PLANNOT TO SCALECONSTRUCTION NOTES FOR PAVED DRAINAGE DEVICES:1. APPROVED MATERIAL FOR CONSTRUCTION OF DEVICE IS EITHER 3" CONC. W/ NO. 4 BARSLONGITUDINAL 24" O.C. WITH NO. 4 TIE BARS 48" O.C. OR 3" GUNITE W/ 6"X 6"- W 1.4 X W 1.4 W.W.F.(WELDED WIRE FABRIC) OR APP'D EQUAL.2. INSPECTION OF GRADED SWALE IS REQUIRED PRIOR TO INSTALLATION OF PAVING.3. GROUND SHALL BE PRE-WET TO THE SATISFACTION OF THE BUILDING OFFICIAL OR ENGINEERPRIOR TO PLACEMENT OF CONCRETE.4. PAVED DEVICE SHALL BE CURED WITH A MOISTURE LOSS RETARDANT.5. PUMPCRETE IS AN ACCEPTABLE SUBSTITUTE FOR GUNITE & MAY BE INSTALLED WITH 6"X 6" W 1.4X W 1.4 WELDED WIRE MESH (W.W.M.).6. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSION STRENGTH AT 28 DAYS OF 2500 P.S.I.CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION 2621 OF THEUNIFORM BUILDING CODE.7. ANCHORS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SAME REQUIREMENT ABOVE WHENSLOPE EQUALS OR EXCEEDS 2:1.6'-0"2'-6"SEE CONTRUCTION NOTESFOR PAVED DRAINAGEDEVICES HEREON100.00101.50 RIM ELEV.SHOWN ON PLANDOWN DRAIN100.0099.00F.L.6"X6"-W1.4XW1.4 W.W.M.2'-6"212"ALL EDGES TO BETRIMMED SMOOTH15% MIN.OPTIONAL3"SHOWN ON PLANRIM ELEV.HINGE POINT18"12" MIN.SETBACK PER CODE *10'0"1'0"TERRACEDRAINFINISHED SURFACE12"7"6"1221RIM ELEV.PER PLANSEE CONSTRUCTIONNOTES FOR PAVEDDRAINAGE DEVICESHEREON18"NATURAL GROUNDVARIES-18" MAX3'0"18"18"3"DOWN DRAIN ANCHORS CONSTRUCTEDEVERY 10' IN VERTICAL HEIGHT AND ATTOP AND TOE OF DOWN DRAIN6"X6" - W1.4XW1.4 W.W.M.218"8"1F.L.DOWN DRAIN12"218"12" BENDF.L.3"#4 BARS4"3'0"18"SECTION B-B12"#4 BARS3"4"OPTIONAL3"DOWN DRAIN ANCHOR3"SEE CONSTRUCTIONNOTES FOR PAVEDDRAINAGE DEVICESHEREONNOT TO SCALENOT TO SCALENOT TO SCALE6"3'-8"EXPOSE 1-1/4" PORTION OFTHREADED ANCHOR BOLT3"2"1/2" X 6" GALV. ANCHOR BOLTSSET IN CONCRETE (4 TOTAL)SECTION D-D#4 GALV. SUPPORT BARS @ 9" O.C.WELDED TO GALV. #4 SUPPORTBARSPLAN VIEWSEE CONSTRUCTIONNOTES FOR PAVEDDRAINAGE DEVICESHEREONWELD WASHERS TO REMOVABLE GRATE#4 PERIMETER SUPPORT BARS4"3/16"4"2"4"TYP.SECTION C-C6"3/4"TYP.3/16"SEE DETAIL BELOW18"8"4"VARIES WITH SLOPEAND DOWN DRAIN TO RECEIVE GRATINGPROVIDE 3/4"X2" NOTCH IN HEADWALLCONCRETE HEADWALL1'-6"12" MIN.DOWN DRAIN4"12"9"IMBED 2" MIN. INTOFRESH CONCRETE18" MIN.SEE CONSTRUCTIONNOTES FOR PAVEDDRAINAGE DEVICESHEREON8"X6"X16" CONC. BLOCKS;GROUT ALL CELLS SOLID#3 @ 24" O.C.NOT TO SCALENOT TO SCALENOT TO SCALEP E R P L A N IN V E R T ATRIUM DRAINSOLID WALL PIPEPER PLANPVC COUPLERPVC WYEPIPE PER PLANPVC ELBOWPERFORATED WALLSUBDRAINTRANSITION LAST 5' OF RUN OFDITCH IF THIS OPTION IS USEDOPTION6" N.D.S. ATRIUM DRAINAT LOW POINT OF DITCH3"3"12"N.D.S.* ADAPTOR6" PV.C. SCHED. 406" PV.C. SCHED. 40N.D.S.* ADAPTOR6" N.D.S.* ATRIUM DRAINAT LOW POINT OF DITCHNOT TO SCALERETAINING WALLPER SEPARATEPERMIT6"6"12"NOTE: CONTRACTOR SHALL PROVIDE POSITIVEDRAINAGE & MIN. 0.5% GRADE AT V-DITCHUNLESS OTHERWISE SHOWN ON PLAN3" CONC. OR GUNITE. SEECONST. NOTES FOR PAVEDDRAINAGE DEVICES HEREON.6" VARIES- 12" MIN. FREEBOARD 2:1 MAX .12" P.V.C. SCHED. 40UNLESS TYING INTO 18"PVC MAINLINE THEN USE18" SCHED. 40 PVCDITCHFLOWLINE WELDED (TYP)1/2" X 2" GALV. STEEL STRAPWITH 3/8" GALV. BOLT6"GALV. #4 REBAR (8 TOTAL)GRATE ASSEMBLY CONSISTS OF8 #4 BARS, EVENLY SPACEDAROUND PERIMETER OF C.M.P.WELDED TOP & BOTTOMCONC. DITCHCASE 2 PLANCASE 1 PLANCONC. BLOCK SPLASH WALL36" CONC. DRAIN 12" P.V.C. SCHED. 40UNLESS TYING INTO 18"PVC MAINLINE THEN USE18" SCHED. 40 PVCPIPE PER PLANCONC. V-DITCH21SECTION H-HPIPE PER PLANSECTION G-GANCHOR BLOCK MIN. 5 SACK/CYCONCRETE OR METHOD APPROVEDBY BUILDING OFFICIAL18" C.M.P. RISER SET IN WET CONCRETEFOOTING - TROWEL INSIDE TO DRAIN9" 12"3"8"8"5' TRANSITION36" CONC. DRAIN 5' TRANSITION9"9"9"12"24"3"NOT TO SCALELEVEL LINE2:1 SLOPE MAX.48"6"6"24"24"24"SEE CONSTRUCTION NOTES FORPAVED DRAINAGE DEVICES HEREONNOT TO SCALE12'-0"7'-0"SEE CONTRUCTION NOTESFOR PAVED DRAINAGEDEVICES HEREON2"6"X6"-W1.4XW1.4 W.W.M.18"20"212'-6"2'-6"SHOWN ON PLANRIM ELEV.HINGE POINT7"126"14"OPTIONAL3"NOTE:DURING CONSTRUCTION AND UNTIL PLANTING ANDVEGETATION HAS REDUCED SILT PRODUCTION TO ANEGLIGIBLE LEVEL, THE GRATE SHALL BE COVERED ANDWRAPPED WITH FILTER FABRIC TO KEEP SILT AND OTHERDEBRIS OUT OF THE DRAIN SYSTEM.NOTE:DURING CONSTRUCTION AND UNTIL PLANTING ANDVEGETATION HAS REDUCED SILT PRODUCTION TO ANEGLIGIBLE LEVEL, THE GRATE SHALL BE COVERED ANDWRAPPED WITH FILTER FABRIC TO PREVENT SILT ANDOTHER DEBRIS OUT OF THE DRAIN SYSTEM.NOTE:1. PLANS SHALL SPECIFY:A) ROCK CLASS AND THICKNESS (T).B) FILTER BLANKET MATERIAL, NUMBER OF LAYERS AND THICKNESS.2. RIP RAP SHALL BE EITHER QUARRY STONE OR BROKEN CONCRETE (IF SHOWN ON THE PLANS.) COBBLES ARE NOT ACCEPTABLE.3. RIP RAP SHALL BE PLACED OVER A GEOTEXTILE FILTER FABRIC WHEN SPECIFIED. FILTER BLANKRT MATERIAL SHALL BE PLACED UNDER THE FABRIC WHEN SPECIFIED. 4. SEE STANDARD SPECIAL PROVISIONS FOR SELECTION OF RIP RAPAND FILTER BLANKET.5. RIPRAP ENERGY DISSIPATOR SHALL BE DESIGNATED AS EITHERTYPE 1 OR TYPE 2. TYPE 1 SHALL BE WITH CONCRETE SILL;TYPE 2 SHALL BE WITHOUT SILL.DESIGNVELOCITY(FT./SEC)ROCKCLASSIFICATION6-1010-1212-1414-1516-18NO. 2 BACKING1/4 TON1/2 TON1 TON2 TONSECTION OF RIP RAPD=PIPE DIAMETERW=BOTTOM WIDTH OF CHANNEL.5TMIN.SLOT 6"1.5 T (MIN.) T FLOWFILTERBLANKETSILL, CLASS 420-C-2000CONCRETESECTION E-ENO. 4 BARSD OR WD OR WD MIN.CONCRETECHANNELSD OR 2W3 (MIN.)13D OR 3WPLAN2D OR 2W (MIN.)ENDWALL (TYP.)10' MIN. 2D OR 2W 2D OR 2W 6" WIDE SLOTSECTION F-FDRILL HOLES IN STRAP FORDRAINAGE 12" O.C.* NATIONAL DRAIN SUPPLY* MINIMUM SETBACK FOR TOP OF CUT SLOPESTO BOUNDARY LINE IS H/5 BUT 2' MINIMUM, 10'MAXIMUM.BOUNDARY LINEREVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATECONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT MAY BEISSUEDDATEPREPARED BY:DATESCALE:DATE:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No.SEALMARKROUGH GRADE PLAN7Job No. 08-0194-21 Bin No. XX Doc No. XXXXX TR. 36115 ROUGH GRADING PLANPLANNING • ENGINEERING • SURVEYING19 Spectrum Pointe Drive • Suite 609Lake Forest, CA 92630(949) 599-0870(949) 599-0880 FaxCivil Engineering, Inc.MAYERS & ASSOCIATESTRACT 32129DRU J. MAYERSNO. 38474 EXP. 03-31-21OCT 13, 2020AS NOTEDRCEEXPINSPECTORDATEDATEREVIEWED BYREMON HABIB R.C.E. NO. 83156CITY ENGINEERUSC AND GS BENCHMARK DISK IN CONCRETEMONUMENT STAMPED D 307 1935, IS 38 FT WEST OFCENTERLINE CALIFORNIA HIGHWAY 74, 33FT SOUTH OFPOWER POLE 19319 CWT.HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.ELEV. 1425.76 NAVD 88No. 38474R E G ISTE R E DPROFESSIONALENGINEERSTATEOFCALIFORNI ACIVIL D RUJ.MAYERS10-13-20203"LEVEL LINE2:1 SLOPE MAX.6'6"6"3'3'18"SEE CONSTRUCTION NOTES FORPAVED DRAINAGE DEVICES HEREON6"6"NOT TO SCALE6"12"8"CONCRETE DITCHNOT TO SCALE12" V-DITCH WHERESHOWN ON PLANS.12" V-DITCH WHERESHOWN ON PLANS.REVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATECONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT MAY BEISSUEDDATEPREPARED BY:DATESCALE:DATE:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No.SEALMARKROUGH GRADE PLAN7Job No. 08-0194-21 Bin No. XX Doc No. XXXXX TR. 36115 ROUGH GRADING PLANPLANNING • ENGINEERING • SURVEYING19 Spectrum Pointe Drive • Suite 609Lake Forest, CA 92630(949) 599-0870(949) 599-0880 FaxCivil Engineering, Inc.MAYERS & ASSOCIATESTRACT 32129DRU J. MAYERSNO. 38474 EXP. 03-31-21OCT 13, 2020AS NOTEDRCEEXPINSPECTORDATEDATEREVIEWED BYREMON HABIB R.C.E. NO. 83156CITY ENGINEERUSC AND GS BENCHMARK DISK IN CONCRETEMONUMENT STAMPED D 307 1935, IS 38 FT WEST OFCENTERLINE CALIFORNIA HIGHWAY 74, 33FT SOUTH OFPOWER POLE 19319 CWT.HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.ELEV. 1425.76 NAVD 88No. 38474R E G ISTE R E DPROFESSIONALENGINEERSTATEOFCALIFORNI ACIVIL D RUJ.MAYERS10-13-2020PLOT DATE:Dwg. Revision Date:BY:11/13/202004/07/2020J.C.3(LENGHT=PER PLAN) 1470.00 TW1464.67 TF 1471.33 TW1465.33 TF 1475.33 TW1469.33 TF1466.67 TW1464.67 TF 1480.00 TW1474.00 TF 1485.33 TW1479.33 TF 1489.33 TW1483.33 TF 1492.67 TW1486.67 TF 1496.67 TW1490.67 TF14801485149014951465146614701475148014851490 14951500.67 TW1494.00 TF 1500.67 TW1495.33 TF 1500.67 TW1496.67 TF 1498.00 TW1495.33 TF149614971500 6.0%200' V.C.1505 N 201,200E 237,400N 201,400E 237,40013+0014+0015+0016+0017+0018+0019+0020+0015 0 5 . 4 PI = 1 5 0 8 . 1 8 1 5 0 2 . 6 8 BVC-GB ( 1 5 0 3 . 0 0 )EVC14 9 3 . 21498.715 0 3 . 91504.71505.315 0 5 . 0 1 5 0 4 . 7 15 0 3 . 9 1 5 0 5 . 1 15 0 5 . 3 5 1504. 9 FL 1485.3TC1484.7TC1493.2TC1496. 4 TC 1498.7TC1505.1TC1 5 0 5 . 2 T C 15 0 3 . 0TC1503.0TC1 5 0 5 . 3 T C1505.2TC1 5 0 4 . 6 TC 1498.7 TC 149 7 . 2 TC 1 4 9 4 . 3 TC -G B1495.3TC1496.3TC1492.4TC-GB 1491.1TC 1 5 0 5 . 3 4.6%5.1%10+0011+0012+0013+0014+0014+84.591528.01527.5 10+00 1 5 3 9 . 71527.5TC1 5 3 0 . 2 T C 1531.8TC1524.1TC1527.6BVCTC-GB1549.8TC-GB1545.8TC1 5 3 9 . 8 T C 1 5 3 5 . 3TC 1535.9TC1 5 3 9 . 8 T C 1532.1TC150 5 . 3 BV C 15 1 0 . 3 PI= 1 5 0 9 . 7 6 1506.8 1508 . 5 1 5 1 2 . 3 15 1 4 . 3 1 5 1 6 . 5 1505. 8 TC-G B 1506 . 1 TC- G B 1507.7 TC-GB 150 7 . 7 TC- G B 15 1 4 . 4 TC 15 1 4 . 4 T C 1 5 1 8 . 0 T C 15 1 9 . 1 T C 152 1 . 9 TC 15 2 2 . 6 TC 150' V.C.6.0%6.0%15 3 9 . 5 T C 1510 154015301525152015359.0% 4.05% 125' VC 1515 1545155015102P=1500.026P=1500.81P=1497.33P=1502.44P=1504.85P=1506.57P=1506.927P=1546.024P=1505.925P=1503.414 P=1534.0 23 P=1537.3 22 P=1544.0 21 P=1550.0 15 P=1539.9 16 P=1546.3 17 P=1552.312P=1533.710P=1523.89P=1519.28P=1512.615451500150514951490150515551545.1TC1548.84TC1542.8TC1 5 3 8 . 7 T C1533.0TC15 3 7 . 2 TC 15 3 2 . 4 TC 1 5 2 7 . 5 T C 15 1 2 . 3 TC 15 0 5 . 3 T C 15 0 4 . 5 TC 15 0 1 . 6 T C 1496.0TC1499.6TC15 0 2 . 4 T C 1550 1555 15601545.5RIM 1545.2RIM1548.0 TB1547.0 RG1547.0 TB1546.0 RG 2.0%1546.0RG-GBMIN.1545RIDGE LINE 15551492.6RIM6%1487.5RIM1500.67 TW1496.00 TF S S W SSWWW1528.6RIM -HP1520.0RIM6%6%1548.8F.L .1551.0R.G.1 5 4 5 . 5 F . L . 1555 1560 2%15 4 8 . 0RG1547.0RG1555.0RG1 %CURB OUTLETPER SEPARATEIMPRV'T PLANSCURB OUTLETPER SEPARATEIMPRV'T PLANS50'18'18'7'7'50'18'18'7'7'18'7'18'7' 50'N 201,600E 237,400N 201,800E 237,400ROUGH G R A D E S E T B A C K L I N E ROUGH G R A D E S E T B A C K L I N E GRADESETBACK LINESETBACK LINEROUGH GRADE2:12:1 2:12:12:12:12:12:12:12:1 2:1 2:1 2:1 2:12:1 2:1 2:1 CUTFILLCUTFILL C U T FI L L CUTFILL F I L L C U TCUTFILLCUTFILL FIL L CU T 5'PROP. 20' S.D. EASEM'T15 3 3 . 81530.21528.81548.8BVCW 11+00 12+0013+00 1547.8 1 5 3 3 . 6 6 18'7'18'7'50'1505 1525 6% 1550ROUGH15502:115402:12:11520 1515 1510 1505 1500 15501545154015302:15'5'5'2%1 5 5 5 . 8 T F1498.33 TW1490.33 TF6 " S U B D R A I N 6" S U B D R A I N 6 " S U B D R A I N 8 " S U B D R A I N8" SUBDRAIN 8" SUBDRAIN APPROX. FILL KEYAPPROX. FILL KEYALLUVIUM REMOVALALLUVIUM REMOVALALLUVIUM REMOVALAPPROX. FILL KEYALLUVIUM REMOVAL1463.6 INV.12" PVC1549REMOVE INTERFERING PORTIONOF EXIST. V-DRAIN ANDRIP-RAP AND JOINCONNECT SUB-DRAINTO NEW S.D. PIPECONNECT SUB-DRAINTO S.D. PIPECONNECT SUB-DRAINTO S.D. PIPEREMOVE EXIST. RIP-RAP ANDCONST. PARKWAY CULVERTPER SEPARATE IMPRV'T PLANS1495.7HP-FL1464.5F.L.1483.5F.L.1497.5149214942%2%2%CURB OUTLETPER SEPARATEIMPRV'T PLANSR1-1STOP SIGNR1-1STOP SIGNR1-1STOP SIGNR2-125 MPHSPEED LIMITR2-125 MPHSPEED LIMIT3-WAY STOP SIGNSAND PAVEMENT MARKINGSTO BE INSTALLED PERSEPARATE STREET PLANSFUEL MODIFICATION TO BE INSTALLEDAND MAINTAINED IN ACCORDANCE WITH"FUEL MODIFICATION AGREEMENT"SIGNED AND NOTARIZED ON 01/31/2011FUEL MODIFICATION IN ACCORDANCEWITH "FUEL MODIFICATION AGGREEMENT"SIGNED AND NOTARIZED ON 01/31/2011OFF-SITE GRADING IN ACCORDANCEWITH "SLOPE CONSTRUCTION ANDMAINTENANCE AGREEMENT" SIGNEDAND NOTARIZED ON 01/31/2011OFF-SITE GRADING IN ACCORDANCEWITH "SLOPE CONSTRUCTION ANDMAINTENANCE AGREEMENT" SIGNEDAND NOTARIZED ON 01/31/2011W17STOP AHEADSIGN W17STOP AHEADSIGNW17 - STOP AHEAD SIGNAND PAVEMENT MARKINGSTO BE INSTALLED PERSEPARATE STREET PLANSC.S.P. RISER-OUTLETPER SEPARATESTORM DRAIN PLANS1 4 9 9 . 5 BVC1500.4PI=1500.161 5 0 1 . 5 EVC1496.3BVC1497. 4PI=14 9 7 . 5 21499.0TC1498.4EVC3.53%50'V.C.50'V. C .1505.0FL-HP20' S.D. EASEM'T1463.7 FL1461.7 INV1486.0RIM 149015.0%10.0%15'1498.33 TW1495.00 TF1520 1537.31544.86P=1507.311P=1528.7E VC PI=15 30 .90 1532 . 9 1 5 3 7 . 8 E VC 13P=1538.51 5 1 9 . 1 T C 1521.9 TC 1545.8TC152 8 .0TCW17 - STOP AHEAD SIGNAND PAVEMENT MARKINGSTO BE INSTALLED PERSEPARATE STREET PLANSN36°52'53"W 345.06'N89°43'17"W 449.18'N0°33'21"E 659.48' N0°36'19"E 934.61'1540154015 5 0 . 0RG154015451513.5FL1497.6FG1497.6FG 1497.5FG1497.5FG PROP. 24" SD PIPETO BE CONSTRUCTED PERSEPARATE SD PLANSTO BE CONSTRUCTEDPER SEPARATEPROP. 18" SD PIPECB SD PLANS1553153 1 .5TC5.5'SETBACK8.95%10.71%1 54 4 . 0 T G1544.0TC1544.0TC1543.9FS1488.0 T G 1479.0 F L1495149014851480146014621464146514581456145514541460146514701475 12+0013+0012+0013+0014+0015+001493 . 2 T.C. 1493. 2 T.C. 1494. 2 T.C. 1494.2 T.C. 149 5 . 2 T.C. 149 6 . 0 B.V. C . 1 4 9 6 . 0 T.C . 149 6 . 0 T.C.1496.6T.C .1497.5T.C .1497.5PI=1497.01498.614 9 9 . 8 T. C . 15 0 0 . 1 T. C . 14 9 8 . 6 T.C . 14 9 7 . 6 T. C . 1 4 9 6 . 6 T.C .1498.6T.C.1 4 9 6 . 2 T. C .2.0%1496.61 5 0 0 . 0E.V .C .100' V.C.6.0%148014851490149514751470 1493. 0 T.C.98P-1497.199P-1498.1100P-1499.1101P-1501.4102P-1503.5103P-1500.5104P-1497.7105P-1496.4106P-1495.4107P-1494.4N 201,200E 237,400N 201,400E 237,4001494. 5 T.C. 1493. 5 T.C.15051510151515201525153015001505151015151520152515301500 1515.0RIM 1520.0RIM6%5 0 ' 7 ' 1 8 ' 1 8 ' 7 'L O T CL O T BP-1507.3P-1512.2P-1518.3P-1525.115001495149014851480 151015051500P-1532.114951491R.G.1490R.G.1492.0 R.G.1547.0RIM1 5 4 6 . 0 R I M 1550 1544RG154 2 RG 1 5 4 5 . 0 R I M 155015552:12:12:12:12:12:1 2:1 2:12:12:12:12:12:12:11469.5RIM 1475.0RIM 1480.0RIM6%1489.2RIM14 8 9 . 0 RI M 14 8 7 . 0 RI M 149 0 . 0 RI M 1486.0RIM ROUGHGRADEROUGHGRADESETBACKLINE1501.50 TW1498.17 TF 150 1 . 5 0 T W 149 8 . 1 7 T F 150 1 . 5 0 T W 149 8 . 1 7 T F 1504.00 TW1500.67 TF 150 4 . 0 0 T W 150 0 . 0 0 T F 150 1 . 3 3 T W 149 9 . 3 3 T F 1507.00 TW1503.00 TF 150 7 . 0 0 T W 150 2 . 3 3 T F 150 4 . 3 3 T W 150 2 . 3 3 T F 1498.00 TW1495.33 TF1498.00 TW1495.33 TF1496.67 TW1494.67 TFf i l lcut 1 5 2 2 . 6 RIM 14 9 3 . 2 RI MEX. 36" SD PIPEP:\09-0150-02 TR 32129 SPECTRUM COMMUNITIES\GRADING\ROUGH\GRD_SHT04.DWGREVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATECONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT MAY BEISSUEDDATEPREPARED BY:DATESCALE:DATE:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No.SEALMARKROUGH GRADE PLAN7Job No. 08-0194-21 Bin No. XX Doc No. XXXXX TR. 36115 ROUGH GRADING PLANPLANNING • ENGINEERING • SURVEYING19 Spectrum Pointe Drive • Suite 609Lake Forest, CA 92630(949) 599-0870(949) 599-0880 FaxCivil Engineering, Inc.MAYERS & ASSOCIATESTRACT 32129DRU J. MAYERSNO. 38474 EXP. 03-31-21OCT 13, 2020AS NOTEDRCEEXPINSPECTORDATEDATEREVIEWED BYREMON HABIB R.C.E. NO. 83156CITY ENGINEERUSC AND GS BENCHMARK DISK IN CONCRETEMONUMENT STAMPED D 307 1935, IS 38 FT WEST OFCENTERLINE CALIFORNIA HIGHWAY 74, 33FT SOUTH OFPOWER POLE 19319 CWT.HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.ELEV. 1425.76 NAVD 88No. 38474R E G ISTE R E DPROFESSIONALENGINEERSTATEOFCALIFORNI ACIVIL D RUJ.MAYERS10-13-2020DOWN DRAIN PER DETAIL ON SHEET 36' BENCH & TERRACE DRAIN PER DETAIL ON SHEET 3INSTALL 12" PVC SCHED. 40 OR APP'D EQUALINSTALL 4" PERFORATED PVC SCHED. 4O FOR WALL REMOVE INTERFERING PORTION OF EXIST. CONC. DITCHSUBDRAIN PER DETAIL ON SHEET 2INTERCEPTOR DRAIN PER DETAIL ON SHEET 3.CONST. CONCRETE DRAIN TO PIPE INLET PER DETAIL ON SHEET 3.CONST. DOWN DRAIN TO PIPE TRANSITION PER DETAIL ON SHEET 3.CONST. SPLASH WALL PER DETAIL ON SHEET 3.SEE SHEET 2SEE SHEET 2CUT-OFF WALL PER DETAIL ON SHEET 3.CONST. 6' WIDE CONC. V-DITCH PER DETAIL ON SHEET 3.JOIN EXISTING CONCRETE DRAIN6" NDS ATRIUM DRAIN/GRATEUTILITY V-DITCH PER DETAIL ON SHEET 3PLOT DATE:Dwg. Revision Date:BY:11/16/202008/05/2020J.C.4 5 1496.67 TW1490.67 TF1490 14951500.67 TW1494.00 TF 1500.67 TW1495.33 TF 1500.67 TW1496.67 TF 1498.00 TW1495.33 TF149614979+0010+0011+0012+0013+0014+0015+001488.99FS-GB14 9 3 . 21498.71485.21485.3TC1484.7TC1489.0TC1493.2TC1496. 4 TC 1498.7TC1498.7 TC 149 7 . 2 TC 1 4 9 4 . 3 TC -GB1495.3TC1496.3TC1487.9TC1486.9TC-GB 1489.4TC-GB1492.4TC-GB1490.7 TC-G B 1484.9TC1491.1TC1491.1 4.6%5.0%5.1%1 5 3 9 . 7 1555.51549.8TC-GB1549.8TC-GB1545.8TC1 5 3 9 . 8 T C 1 5 3 5 . 3TC 1535.9TC1 5 3 9 . 8 T C 1552.2BVC1552.2BVC1554.7PCVC1554.7PCVC1532.1TC8.9%1553.7PI=1553 .831553.7PI=1553.838.9% 1555.50 PI=1556. 3 1 5 5 5 . 3 T C 1555.3TC1 5 5 5 . 5 T C 1 5 5 5 . 1TC 1555.1TC1555.5TC141.12' VC50' VC 50' V C 3.5% 3.5%1554.34.28% 9.0% 125' VC 15451550156015651570157515801557.0RIM1556.2RIM 1556.5RIM 15652P=1500.026P=1500.81P=1497.33P=1502.4P=1504.824P=1505.925P=1503.414 P=1534.0 23 P=1537.3 22 P=1544.0 21 P=1550.0 20 P=1555.9 19 P=1556.7 15 P=1539.9 16 P=1546.3 17 P=1552.3 18 P=1556.71500148515051495149015551554.7TC1545.1TC1548.84TC1542.8TC1 5 3 8 . 7 T C1533.0TC15 0 1 . 6 T C 1496.0TC1499.6TC15 0 2 . 4 1555 1485149014951500150514901489.56%1491 TOP15301 5 2 0 152514901495150015051510154015301500.67 TW1496.00 TF S S6%1528.6RIM -HP 6% 15 2 0 . 0 RI M 1520.0RIM6%6%1510.0RIM 1555 1548.8F.L .1551.0R.G.1 5 4 5 . 5 F . L .2%15 4 8 . 0 RG 1555.0RG1557.0 R.G. 1 %Q100=0.4 cfsV100=9.4 fps10'D X 8'WTYPE 1NO. 2 BACKING, T=51" 2LAYERS FILTERMATERIALQ100=3.4 cfsV100=21.8 fps10'D X 6'WTYPE 12 TON, T=81" 2LAYERS FILTERMATERIAL50'18'18'7'7'50'N 201,800E 237,400N 202,000E 237,400N 202,200E 237,400ROUGH G R A D E S E T B A C K L I N E GRADEROUGH GR A D E S E T B A C K SETBACK LINELINE 2:12:12:12:12:12:12:12:1 2:12:12:12:12:12:1 2:12:12:1 FILL CUTFILLCUT CUTFILLC U T FI L L CUTFILL FIL L CU T 5'PROP. 20' S.D. EASEM'T15 3 3 . 81530.21552.8PI=155.34100' VC1550.91548.8BVCEVCSW 11+00 12+0013+00 13+96.071547.8 1 5 3 3 . 6 6 1551.1TC-GB 7.32%1551.11TC-GB7.32 %18'7'18'7'50'15551490 1505 1525 6%1 5 2 5 . 0RIM 1529.0RIM -HP1532.5RIM 1538.0RIM1550ROUGH 6%15502:115402:12:11520 1515 1510 1505 1500 1550154515401535 155515302:11%5'5'5'5'2%1557.2 TW1554.5 TF15 5 9 . 8 T W 15 5 4 . 5 T F1557.8 TW1552.5 TF1 5 5 7 . 8 TW 1 5 5 5 . 8 T F 1557.8 TW1554.5 TF1559.8 TW1555.8 TF1498.33 TW1490.33 TF6" S U B D R A I N 6 " S U B D R A I N 8" S U B D R A I N8" SUBDRA IN 8" SUBDRAIN APPROX. FILL KEYAPPROX. FILL KEYALLUVIUM REMOVALALLUVIUM REMOVALALLUVIUM REMOVALALLUVIUM REMOVALALLUVIUM REMOVAL1 4 8 7 . 0 I N V 1 2 " P V C 1490.5 FL1489.0 INV1549155015511%MIN.6%153515301525152015151515.0RIMREMOVE EXIST. RIP-RAP ANDCONST. PARKWAY CULVERTPER SEPARATE IMPRV'T PLANSQ100=0.8 cfsV100=10.2 fps10'D X 6'WTYPE 11/4 TON, T=58" 2LAYERS FILTERMATERIAL1495.7HP-FL1497.5149214942%2%CURB OUTLETPER SEPARATEIMPRV'T PLANS1 5 4 0 1 5 4 51550 1 5 3 5 152 5 1 5 5 1 . 0 TW 1 5 4 7 . 0 T F VARIES2:1 MAX.1533.0 TW1529.0 TF1544.3 TW1539.0 TF 1 5 5 7 . 0 TW 1 5 5 3 . 0 T F 1 5 3 8 . 3 TW 1 5 2 7 . 0 T F 1 5 5 3 . 7 TW 1 5 4 1 . 7 T F 1 5 2 3 . 0 TW 1 5 1 9 . 0 T F153015351540154515 4 5 15 4 0 1535 1546.5RIM -HP 1523.8R.G.1533.7R.G.1533.0R.G.1529.2R.G . 15304%2% 2 % MI N .R2-125 MPHSPEED LIMIT149014853-WAY STOP SIGNSAND PAVEMENT MARKINGSTO BE INSTALLED PERSEPARATE STREET PLANSFUEL MODIFICATION TO BE INSTALLEDAND MAINTAINED IN ACCORDANCE WITH"FUEL MODIFICATION AGREEMENT"SIGNED AND NOTARIZED ON 01/31/2011OFF-SITE GRADING IN ACCORDANCEWITH "SLOPE CONSTRUCTION ANDMAINTENANCE AGREEMENT" SIGNEDAND NOTARIZED ON 01/31/2011W17STOP AHEADSIGN 6'C.S.P. RISER-OUTLETPER SEPARATESTORM DRAIN PLANS4" ASPHALT ON NATIVE* SOILS ENGINEER TOVERIFY SECTION UPONCOMPLETION OF GRADING1482.0R.G.1482.0RG1483.0R.G.1 4 9 9 . 5 BVC1500.4PI=1500.161 5 0 1 . 5 EVC1496.3BVC1497. 4 PI=14 9 7 . 5 21499.0TC1498.4EVC3.53%50'V.C.50'V. C .30' EXIST. RIGHT-OF-WAYPER P.M. 15185, PMB 88-38EXIST. RIGHT-OF-WAYPER TRACT 2547920' S.D. EASEM'T20' S.D. EASEM'T1485149015.0%148510.0%15'15'1498.33 TW1495.00 TF14 9 8 . 3 3 T W 14 9 0 . 3 3 T F 1490. 3 3 T F 1491. 6 7 T W 1537.31544.8 11+00 12+00 13+00 14+00 14+41PI=153 0 .90 15 32 .9 1 5 3 7 . 8 E VC 1545.8TCW17 - STOP AHEAD SIGNAND PAVEMENT MARKINGSTO BE INSTALLED PERSEPARATE STREET PLANS1560 1559.8 TW1555.8 TFN0°33'21"E 659.48'N89°43'55"W 659.75'N0°36'19"E 934.61'1540154015 5 0 . 0 RG L=8.0'L=14.0'L=9.5'1483.0INV1483.0 INV1483.0FG1%MIN.1497.6FG1497.6FG 1497.5FG1497.5FG PROP. 24" SD PIPETO BE CONSTRUCTED PERSEPARATE SD PLANSPROP. 24" SD PIPETO BE CONSTRUCTED PERSEPARATE SD PLANSPROP. 24" SD P I P E TO BE CONS T R U C T E D P E R SEPARATE S D P L A N S CB CBCBL=6.0'1553 15 31 . 5TC 201 5 4 4 . 0 TG1 5 5 6 . 5 F L / H P 1523.3INV 1530.0 TW1522.0 TF1528.8 FL1526.8 INV 1 5 1 9 . 5 F L 1 5 1 8 . 5 I N V 1 5 1 6 . 5 0 I N V1483.0INV1483.0INV1488.0 T G 1479.0 F L 15 5 5 . 0 FL1550.0FL1518.5 FL21 P:\09-0150-02 TR 32129 SPECTRUM COMMUNITIES\GRADING\ROUGH\GRD_SHT05.DWGREVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATECONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT MAY BEISSUEDDATEPREPARED BY:DATESCALE:DATE:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No.SEALMARKROUGH GRADE PLAN7Job No. 08-0194-21 Bin No. XX Doc No. XXXXX TR. 36115 ROUGH GRADING PLANPLANNING • ENGINEERING • SURVEYING19 Spectrum Pointe Drive • Suite 609Lake Forest, CA 92630(949) 599-0870(949) 599-0880 FaxCivil Engineering, Inc.MAYERS & ASSOCIATESTRACT 32129DRU J. MAYERSNO. 38474 EXP. 03-31-21OCT 13, 2020AS NOTEDRCEEXPINSPECTORDATEDATEREVIEWED BYREMON HABIB R.C.E. NO. 83156CITY ENGINEERUSC AND GS BENCHMARK DISK IN CONCRETEMONUMENT STAMPED D 307 1935, IS 38 FT WEST OFCENTERLINE CALIFORNIA HIGHWAY 74, 33FT SOUTH OFPOWER POLE 19319 CWT.HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.ELEV. 1425.76 NAVD 88No. 38474R E G ISTE R E DPROFESSIONALENGINEERSTATEOFCALIFORNI ACIVIL D RUJ.MAYERS10-13-2020SEE SHEET 2DOWN DRAIN PER DETAIL ON SHEET 36' BENCH & TERRACE DRAIN PER DETAIL ON SHEET 3DOWN DRAIN TO PIPE TRANSITION PER DETAIL ON SHEET 3.SPLASH WALL PER DETAIL ON SHEET 3.CONCRETE V-DITCH PER DETAIL ON SHEET 36" NDS ATRIUM DRAIN/GRATE.INSTALL 4" PERFORATED PVC SCHED. 4O FOR WALL SUBDRAIN PER DETAIL ON SHEET 2INSTALL 12" PVC SCHED. 40 OR APPD. EQUAL.REMOVE INTERFERING PORTION OF EXIST. CONC. DITCH.RIP-RAP PER DETAIL ON SHEET 33' CONCRETE INTERCEPTOR DRAIN PER DETAIL ON SHEET 3.CUT-OFF WALL PER DETAIL ON SHEET 3.CONST. 6' WIDE CONC. V-DITCH PER DETAIL ON SHEET 3.UTILITY V-DITCH PER DETAIL ON SHEET 3CONST. CHAIN LINK FENCE & GATE PER SEPARATE PERMIT.SEE SHEET 2PLOT DATE:Dwg. Revision Date:BY:11/16/202010/09/2020J.C.5CONST. CONCRETE SPILLWAY PER DETAIL ON SHEET 2.SEE SHEET 2CONST. 4" AC OVER NATIVE COMPACTED SOIL. SOIL COMPACTION TO 85%.BIORETENTION BASIN PER CASQA TC-32. 1 4 9 5 1 4 9 0 1 4 8 5 1 4 8 0 1460 1462 1464 1465 1458 1456 1455 1454 146014651470147512 + 0 0 1 3+ 00 12 + 0 0 1 3+ 0014+0015+001493.0E.V.C.1493.2T.C.1493.2T.C.1494.2T.C.1494.2T.C.1495.2T.C.1496.0B.V.C.1496.0T.C.1496.0T.C.1496.6T.C.1497.5T.C.1497.5PI=1497.01498.61499. 8 T.C.1500.1T.C.1498.6T.C.1497.6T.C.1496.6T.C.1498.6T.C.1496.2T.C.2. 0 %1496.61500.0E.V.C.100' V .C .6.0%148014851490149514 7 5 14 7 0 14 6 5 1493.0T.C.98P-1497.199P-1498.1100P-1499.1101P-1501.4102P-1503.5103P-1500.5104P-1497 .7 1 05 P - 1 4 9 6 . 4 106P - 1 4 9 5 . 4 107P- 1 4 9 4 . 4 N 201,200 E 237,400 N 201,400 E 237,400 1494.5T.C.1493.5T.C.1505 1510 1515 1520 1525 1530 1 5 0 0 1 5 0 5 1 5 1 0 1 5 1 5 1 5 2 0 1 5 2 5 1 5 3 015001515.0RIM1520.0RIM6% 50'7' 18' 18' 7' L O T C L O T B P-1507.3 P-1512.2 P-1518.3 P-1525.1150014951490148514801510 1505 1500 P-1532.1 1495 1491R.G.1490 R.G.1492.0R.G.15 4 7 . 0 RI M 1546. 0 RIM15501544 RG1542RG 1545. 0 RIM 15 5 0 15 5 5 2: 1 2: 1 2 : 1 2:1 2:1 2:12:12:12:1 2:12:12: 12:12:11469.5RIM 1475.0 RIM 1480.0 RIM 6%148 9 . 2 RIM 1489.0RIM1487.0RIM1490.0RIM1486.0RIMROUG H G R A D E S EROUGHGRADESET B A C K LI N E 100' FUEL MODIFICATION ZONE10' 10'1501.50 TW1498.17 TF1501.50 TW1498.17 TF1501.50 TW1498.17 TF1504.00 TW1500.67 TF1504.00 TW1500.00 TF1501.33 TW1499.33 TF1507.00 TW1503.00 TF1507.00 TW1502.33 TF1504.33 TW1502.33 TF1498. 0 0 T W 1495. 3 3 T F 1498. 0 0 T W 1495. 3 3 T F 1496. 6 7 T W 1494. 6 7 T FFLOWQ100=38.0 cfs V100=25 fps 21'D X 12'W 1522.6RIM1493.2RIMTYPE 1 4 TON, T=81" 2 LAYERS FILTER MATERIAL FLOWFLOW 14801485149014951465 1466 1470 1475 1480 1485 1490 1495 14961497 15001505N 201,200 E 237,400 N 201,400 E 237,400 10+00 11+00 12+00 13+0014+0015+0016+0017+0018+001 9 + 0 0 2 0 + 0 0 10+00 11+00 12+00 13+00 14+00 14+84.59 10+0015101540 1530 1525 1520 1535 15151545 1550 1510 1560 1565 1570 1575 1580 15652P=1500.026P=1500.81P=1497.33P=1502.44P=1504.85P=1506.57P=1506.927 P=1546.024P=1505.925P=1503.414P=1534.023P=1537.322P=1544.021P=1550.020P=1555.919P=1556.715P=1539.916P=1546.317P=1552.318P=1556.712 P=1533.710 P=1523.8 9 P=1519.2 8 P=1512.6 1545 1500 1485 1505 1495 1490 1505 1555 155015551560154515551485149014951500150514901489.5 6% 1491 TOP 1530 1520 1525 1490 1495 1500 1505 1510 1540 1530 6%S W 6%6%6%6%15551555156050' 18'18'7' 7'50'50'18'18'7'7'18'7'18'7'50'N 201,600 E 237,400 N 201,800 E 237,400 N 202,000 E 237,400 H.P.ROUGH GRADE SETBACK LINEROUGH GRADE SETBACK LINEGRADEROUGH GRADE SETBACKSETBACK LINELINESETBACK LINEROUGH GRADE 2:1 2:1 2:1 2:1 2: 1 2:12:1 2:12:12:1 2:1 2:12:1 2:1 2:12:12:12:12:12:12:1 2:1 2:12:12:1FILLCUTFIL L CU T CUT FILL CUT FILL CUTFILLCUT FILL FILL CUT CUT FILL CUTFILLFILLCUTPROP. 20' S.D. EASEM'T 11+0012+0013+0013+96.0718'7'18'7' 50' 15551490 150515256%1550ROUGH6%1550 2:1 1540 2:1 2:1152015151510150515001550154515401535155515302:1 6" SU B D R AI N 6" SUBDRAIN6" SU B D R AI N 8" SU B D R AI N 8" SUB D R A I N 8" SUBDRAIN8" SUBD R A I N 8" SUBDRAIN15 4 9 15 5 0 15 5 1 6% 1535 1530 1525 1520 1515 5' SINGLE ROW 2 BAGS HIGH DOUBLE ROW 3 BAGS HIGH DOUBLE ROW 3 BAGS HIGH SINGLE ROW 2 BAGS HIGH SINGLE ROW 2 BAGS HIGH SEDIMENTS TOWARDS DIRECT FLOW AND THE BASIN SINGLE ROW GRAVELBAG 2 BAGS HIGH GRAVELBAGS TO BE STOCKPILED OUT OF ROADWAY, READY FOR PLACEMENT WHEN RAIN IS FORECAST. FLOWFLOWFLOWF L O W 1 4 9 7 . 5 1492 1494 154015451550 1535 1525VARI E S 2:1 M A X .15301535154015451545 1540153515301490 1485 20' S.D. EASEM 'T 20' S . D . E A S E M ' T 1485 1490 148515'15'15206P=1507.311 P=1528.7 10+00 11+00 12+00 13+00 14+00 14+89 10+0011+0012+0013+0014+0014+4113 P=1538.5 15601540 15401540 1545 15535.5' SETBACK 20 21 5P:\09-0150-02 TR 32129 SPECTRUM COMMUNITIES\GRADING\ROUGH\GRD_SHT06.DWG STABILIZED CONTRUCTION ENTRANCE PER DETAIL HEREON SILT FENCE PER DETAIL HEREON CHECKDAM PER DETAIL HEREON TYPICAL STREET SECTION PER DETAIL HEREON STREET STRAW WATTLE PER DETAIL HEREON STRAW WATTLES TO BE SECURED WITH STAKES AT EACH END AND FOUR FOOT ON CENTER. THIS STANDARD DETAIL SHALL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLAN. 61'-70' PER DETAIL "B" STRAW WATTLE (TYP) ROADBED WIDTH 41'-50' 31'-40' 20'-30' 51'-60' REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GRADES2. STRAW WATTLES OF LESS THAT 4% SHALL BE AS SHOWN ON THE APPROVED EROSION CONTROL PLAN. F.L. 3.9% OF LESS 10% OR MORE SLOPE OF STREET 9.9% TO 8% 7.9% TO 6% 5.9% TO 4% 3. PAVED STREET 100' 50' 25' 100' 75' 100' 50' 25' 100' 75' UNPAVED STREET 100' MAX (SEE NOTE 2) STREET FLOW DIRECTION OF PER DETAIL "B" STRAW WATTLE (TYP)EXCAVATEDROADBED1. SPACING FOR VEHICLE ACCESS 8' MIN X 8' MIN W=75% OF 5"-7"TYP. 7' 12' 9' 10.5' X 5' W COUNTY OF RIVERSIDE. FLOW SEED MIX AS SPECIFIED BY DEVELOPER AND APPROVED BY THE ALL SLOPES TO BE PROTECTED FROM EROSION BY HYDRO-MULCH HP LP INDICATES STRAW WATTLES INDICATES STABILIZED CONSTRUCTION ENTRANCE AS SHOWN HEREON. INDICATES GRAVEL FILLED BAGS INDICATES LOW POINT INDICATES HIGH POINT INDICATES DIRECTION OF FLOW NO SCALE HARDWOOD STAKES DRAW CORD FLOW WATER STAKE 36"FILTER FABRIC TOE-IN NETTING FILTER FABRIC POLYPROPYLENE REINFORCING HEAVY DUTY DOUBLE STICH HEM 24"NO SCALE THE LENGTH OF THE PAD SHALL BE AS REQUIRED, BUT NOT LESS THAN 50 FEET. THE WIDTH OF THE PAD SHALL NOT BE LESS THAN 30'. THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 12 INCHES. THE MATERIAL FOR CONSTRUCTION OF THE PAD SHALL BE 3 TO 6 INCH COARSE AGGREGATE. STABILIZED CONSTRUCTION ENTRANCE SPECIFICATIONS THE PAD AND SUMP AREA SHALL BE UNDERLAIN WITH FILTER FABRIC.18"50' MIN.12" PERMIT AREA 4. 3. 2. 1. 4. TEMP. GRADED SUMP PLAN PERMIT AREA 3"-6" COARSE AGGREGATE FILTER FABRIC PROFILE 50' MIN. RIGHT-OF-WAY PUBLIC ENTRANCE & PUBLIC RIGHT-OF-WAY BETWEEN STABILIZED CONSTRUCTION PROVIDE APPROPRIATE TRANSITION PUBLIC RIGHT-OF-WAY 4' MA X 4' MA X 4' MA X 4' MA X VERTICAL SPACING MEASURED ALONG THE FACE OF THE SLOPE VARIES BETWEEN 10' AND 20' NOTE: INSTALL FIBER ROLL ALONG A LEVEL CONTOUR. INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE SLOPE VARIE S FIBER ROLL 8" MIN NOT TO SCALE ENTRENCHMENT DETAIL 3/4" X 3/4" WOOD STAKES MAX 4' SPACING2" MIN.4" MAX.12"MIN.NO SCALE TYPICAL FIBER ROLL INSTALLATION PER DETAIL HEREON INDICATES SILT FENCE AS NOTED INDICATES FIBER ROLL AS NOTED THIS STANDARD DETAIL SHALL BE USED AS SHOWN AND MAY BE REQUIRED IN AREAS WHICH ARE PARTICULARLY GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANDBAGS "D"SECTION "D"-"D" 2. 1. 18" TYP "D" 8' MI N. 3" MIN. OPENING BET. BAGS ON TOP ROW REVISIONS APPR.DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT MAY BE ISSUED DATE PREPARED BY: DATE SCALE: DATE: CITY OF LAKE ELSINORE SHEET OF SHEETS FILE No. SEAL MARK ROUGH GRADE PLAN 7 Job No. 08-0194-21 Bin No. XX Doc No. XXXXX TR. 36115 ROUGH GRADING PLANPLANNING • ENGINEERING • SURVEYING 19 Spectrum Pointe Drive • Suite 609 Lake Forest, CA 92630 (949) 599-0870 (949) 599-0880 Fax Civil Engineering, Inc. MAYERS & ASSOCIATES TRACT 32129 DRU J. MAYERS NO. 38474 EXP. 03-31-21 OCT 13, 2020 AS NOTED RCE EXP INSPECTORDATE DATE REVIEWED BY REMON HABIB R.C.E. NO. 83156 CITY ENGINEER USC AND GS BENCHMARK DISK IN CONCRETE MONUMENT STAMPED D 307 1935, IS 38 FT WEST OF CENTERLINE CALIFORNIA HIGHWAY 74, 33FT SOUTH OF POWER POLE 19319 CWT. HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. ELEV. 1425.76 NAVD 88 No. 38474 REGISTERED P R O F E S SIO N A L ENGINEERST A TEOF C A L I F O R N IACI V I LDRUJ.M A YE R S10-13-2020 RADIU S ON THE APPROVED EROSION CONTROL PLAN. SENSITIVE TO SEDIMENT DEPOSITION. 2 BAGS MIN.GRAVEL (TYP) TYPICAL ELEVATION 1' MIN. TYP. SECTION NOT TO SCALE2"GROUND LINE STRAW WATTLE 9" x 25' TYP. 1"x1"x2' STAKE @ 4'-0" APART 2"NOT TO SCALE INSTALL GRAVEL PER DETAIL HEREON. 1 2 2 1 2'5' WELDED WIRE MESH WITH 6"X6" - 1.4 X 1.4 3" THK. GUNITE OR 4" THK. CONC.2'TOP OF LINING TOP OF LINING 1482 FG NOT TO SCALE CONSTRUCT TEMPORARY BASIN INLET PER DETAIL HEREON. 1% MIN. PLOT DATE:Dwg. Revision Date:BY:11/13/202008/05/2020 J.C. 624"NO SCALE NOT TO SCALE NOT TO SCALE SEDIMENT TRAP CALCULATIONS SURFACE AREA = FS(Q2/VS) FS = FACTOR OF SAFETY OF 2 Q2 = PEAK DISCHARGE FOR DEVELOPED 2-YEAR RUNOFF VS = SETTLING VELOCITY (0.00096FT/SEC) SURFACE AREA = 2(1.56/.0259) = 1625 SQ REQUIRED SURFACE AREA PROVIDED = 5057 SF > 1625 SF HENCE OK P:\09-0150-02 TR 32129 SPECTRUM COMMUNITIES\GRADING\ROUGH\GRD_SHT06.DWG REVISIONS APPR.DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT MAY BE ISSUED DATE PREPARED BY: DATE SCALE: DATE: CITY OF LAKE ELSINORE SHEET OF SHEETS FILE No. SEAL MARK ROUGH GRADE PLAN 7 Job No. 08-0194-21 Bin No. XX Doc No. XXXXX TR. 36115 ROUGH GRADING PLANPLANNING • ENGINEERING • SURVEYING 19 Spectrum Pointe Drive • Suite 609 Lake Forest, CA 92630 (949) 599-0870 (949) 599-0880 Fax Civil Engineering, Inc. MAYERS & ASSOCIATES TRACT 32129 DRU J. MAYERS NO. 38474 EXP. 03-31-21 OCT 13, 2020 AS NOTED RCE EXP INSPECTORDATE DATE REVIEWED BY REMON HABIB R.C.E. NO. 83156 CITY ENGINEER USC AND GS BENCHMARK DISK IN CONCRETE MONUMENT STAMPED D 307 1935, IS 38 FT WEST OF CENTERLINE CALIFORNIA HIGHWAY 74, 33FT SOUTH OF POWER POLE 19319 CWT. HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. ELEV. 1425.76 NAVD 88 No. 38474 REGISTERED P R O F E S SIO N A L ENGINEERST A TEOF C A L I F O R N IACI V I LDRUJ.M A YE R S10-13-2020 PLOT DATE:Dwg. Revision Date:BY:11/13/202004/07/2020 J.C. 7 C A N Y O N L A K E RAMSGATETUSCANYHILLSLAKE ELSINORE4/22/2022VICTOR ELIA4/22/2022 2P=1500.026P=1500.81P=1497.33P=1502.44P=1504.85P=1506.57P=1506.927P=1546.024P=1505.925P=1503.414 P=1534.023P=1537.3 22P=1544.0 21P=1550.0 20P=1555.9 19P=1556.715 P=1539.9 16P=1546.3 17P=1552.3 18 P=1556.712P=1533.710P=1523.89P=1519.28P=1512.66P=1507.311P=1528.713P=1538.5V AILEA.ROTCI 64803No.CIVILSTATEOFCALIFORNIA REENIGNELANDE RETSIGER OISSEFORP4/22/2022 V AILEA.ROTCI 64803No.CIVILSTATEOFCALIFORNIA REENIGNELANDE RETSIGER OISSEFORP2P=1500.026P=1500.81P=1497.33P=1502.44P=1504.85P=1506.57P=1506.924P=1505.925P=1503.4 EXIST. IMPROVEMENTS &6P=1507.34/22/2022 V AILEA.ROTCI 64803No.CIVILSTATEOFCALIFORNIA REENIGNELANDE RETSIGER OISSEFORP24P=1505.914 P=1534.012P=1533.710P=1523.89P=1519.28P=1512.611P=1528.713P=1538.527 14P=1534.023P=1537.322P=1544.021P=1550.020P=1555.919P=1556.715P=1539.916P=1546.317P=1552.318P=1556.74/22/2022