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Home My WebLink AboutEGPC-2021-0010 PGP PLAN NO 21-185-21-197 PRODUCTION PRECISE GRADING PLAN \ _Ml IFOR ni;;Z TRACT NO. 33370BANCROF R\ ASHLAND SPRINGS AKESOR Q N YON ROAD PROAREA CITY OF LAKE ELSINORE o �s HEMLOCK STREET COUNTY OF RIVERSIDE o Doti STATE OF CALIFORNIA artp, PROJECT MALAGA ROPE °�oy9 NO SCALE SITE SITE MAP ~ GRADING NOTES: A. UPON COMPLETION LLO TERRACED AREAS AND M CLEARING DURING EXCAVATION SUBSTRUCCT BEFORE BACKFILL OF ALLUVIAL, COUVAL AND RACED VICINITY MAP 1"-150 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING NOT TO SCALE OLIVE ST. NO' 801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST AND FILLING OPERATIONS. EDITION OF THE U.B.C., CHAPTER 70. C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. PRIVATE ENGINEERS NOTICE TO CONTRACTOR: 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. ELSINORE, PRIOR TO ANY OPERATION. 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12° EARTHWORK QUANTITIES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURE SHOWN 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ON CENTER OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL EARTHWORK QUANTITIES ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, RAW CUT 79 C.Y. ALERT (1-800-227-2600) 48 HOURS PRIOR TO GRADING. SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTER; RAW FILL 0 C.Y. ARE APPROXIMATE AND SHALL CONFIRMED BY THE CONTRACTOR, THAT ANY NECESSARY 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTER. SLOPES OVER 3' IN VERTICAL NET EXPORT 79 C.Y. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY ADJUSTMENT CAN MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE ADVANCE OF BEGINNING GRADING OPERATIONS. HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES NOTE: HAUL ROUTES ARE TO BE DETERMINED AT PRE-GRADE MEETING LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS, AND IS 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY PER UBC, CHAPTER 70. RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. ENGINEER. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO CONSTRUCTION CONTRACTOR AGREES HE SHALL ASSUME SOLE AND COMPLETE 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. SHEET INDEX: RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENT SHALL APPLY THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. SHEET DESCRIPTION CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN 90% 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 1 TITLE SHEET LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS RELATIVE COMPACTION OUT TO THE FINISHED SURFACE 2-3 DETAILS & QUANTITIES PROJECT, EXCEPTING FOR THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE. 4-11 PRECISE GRADING SHEET THE ENGINEER . 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE A.S.T.M.D-1557-91 TEST METHOD. 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 12-13 EROSION CONTROL PLAN 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING GRADING OPERATION. EROSION CONTROL NOTES: OF FILL. 32. ALL PERMANENT SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER A. IN CASE OF EMERGENCY, CALL KYLE NACCARATO AT (949) 344-2217 (24-HOUR PHONE 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION ENGINEER'S NOTICE OF GROUND IS APPROVED BY THE SOILS ENGINEER. COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE N0. 882 NUMBER)A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE PRIOR TO THE APPROVAL OF FINAL INSPECTION. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ELSINORE, PRIOR TO ANY OPERATION. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2" 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH PER FOOT FOR A MINIMUM OF 3', THEN 1% (MINIMUM) TO FLOWLINE OF EARTH SWALE. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE INSURE THAT WORK IS DONE IN ACCORDANCE WITH THE APPROVED PLANS. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND IS LESS THAN 10', AND 2% IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHOWN ON THESE PLANS. HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND AL LIABILITY, REAL OR -f� SHALL BE A MINIMUM OF 0.5' DEEP AND CONSTRUCTED A MINIMUM OF 2' FROM THE TOP 34. THE DESIGNER ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD, ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING 07/13/21 OF CUT OR FILL SLOPES. PRIOR TO ROUGH GRADE APPROVAL. FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. SCOTT M. WILSON R.C.E. N0. 49884 EXP. 09 30 22 DATE 13. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE 35. APPROXIMATE DATE OF: BEGINNING OPERATION: JULY, 2021 OVER 5' HIGH. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, RAINY SEASON, OCTOBER 15 THROUGH APRIL 15, NECESSARY MATERIALS SHALL BE COMPLETION: JULY, 2022 ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3" THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL CUT SLOPES. WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3' OF FINISH GRADES, UNLESS THE LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE MEASURES WHEN RAIN IS IMMINENT. 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. LOCATION, MATERIAL, AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND ENGINEER. PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD THE CITY ENGINEER. PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS AND 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN 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 EXPANSIVE CHARACTERISTICS OF THE SOIL. INSPECTION BEFORE APPROVAL. E. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR END OF EACH WORKING DAY WHEN THE FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE STRUCTURES CONCERNED BEFORE STARTING WORK. PERCENT. REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING BUILDING DEPARTMENT. F. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR DESILTING BASINS, ANY GRADED SLOPE SURFACE PROTECTIONS MEASURES DAMAGED DURING 18. THE SOIL ENGINEERING INVESTIGATION REPORT DATED 03/18/21 PREPARED BY GEOTEK, INC. PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. TITLED "UPDATED GEOTECHNICAL REPORT - TESSERA PROJECT" SHALL BE CONSIDERED A NPDES WDID#: 8 33C387477 DATE ISSUED: JULY 16, 2019 MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE PART OF THIS GRADING PLAN, AND SHALL BE IN COMPLIANCE WITH, AND REPORT DATED CONCLUSION OF EACH WORKING DAY. 03/18/21, PROJECT NO. 2548-CR. 40. DRAINAGE EASEMENT WILL BE KEPT CLEAR OF ALL OBSTRUCTION. NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENT ARE SUBJECT TO 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY CONTRACTORS H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION REMOVAL AT OWNER'S EXPENSE. SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION CONSTRUCTION. TWO FEET OR CREATES A HAZARDOUS CONDITION. (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 I. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND OPERATE SUFFICIENT CAPACITY GROUND SHALL BE GIVEN. PUMPS AS NECESSARY TO ELIMINATE WATER IMPOUNDMENT AT THE CONSTRUCTION SITE ENGINEERS CERTIFICATE 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO SOILS SOIL ENGINEER: OWNER WHENEVER THE WATER DEPTH EXCEEDS TWO FEET. COMMENCEMENT OF ANY CONSTRUCTION/GRADING. GEOTEK INC. HAS REVIEWED THE PLANS FROM AGEOLOGIC/GEOTECHNICAL ENGINEERING GEOTEK, INC. CENTURY COMMUNITIES LLC 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS STANDPOINT ONLY. THE PLANS ARE IN COMPLIANCE WITH THE GEOLOGIC/GEOTECHNICAL 1548 NORTH MAPLE STREET 4695 MACARTHUR COURT, SUITE 300 e COR0(951)CALIFORNIA 602880 NEW(9 RT BEACH, CA 9) 667 014 92660 PROJECT DESCRIPTION PROJECT ADDRESS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES ENGINEERING RECOMMENDATIONS PRESENTED IN THE REFERENCED PROJECT REPORT(S) AND ,aF OVER 30' IN VERTICAL HEIGHT. SUBSEQUENT ADDENDA. THIS REVIEW DID NOT INCLUDE CHECKING THE ACCURACY OF THE CIVIL TRACT 33370 700 FRANKLIN STREET AND STRUCTURAL ENGINEERING DESIGN AND DIMENSIONS, INCLUDING LINES AND GRADES, OR NILzNz LAKE ELSINORE, CA 92530 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. COMPLIANCE WITH BUILDING CODE REQUIREMENTS, WHICH ARE UNDER THE PURVIEW OF OTHERS. s vv 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE +rFof�A"FpP' CLEARED, KEYED (MIN. 2 FOOT FRONT, 3 FOOT HEEL, AND 15 FOOT WIDE) AND BENCHED PROJECT NO.: 2548-CR INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER 03/18/2021 H. GAS., 3°ao"REPORT(S) DATE: THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. ENGINEERED FILL SHOULD BE o`,• �°ao� DIAL TWO WORKING PLACED A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED IN ACCORDANCE BEFORE onrs BEFORE /f L/�� 07/21/2021 6�R.- vou DIG ou Dlc WITH D1557. SIGNATURE: DATE: m TOLL FREE -eoo-2z/-zsoo 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: $�s A PUBLIC SERVICE er REVIEWED BY:D.CHOW,CAA 7-22-2021 SIGNATURE: �.�� DATE: 07/21/2021 DF CAUQ UNDERGROUND SERVICE ALERT DELTA 1 REVIEWED-C.NORVANI,COTE 8/30/21 EG PC-2021-0010 16911BD MAY 9,,2021 0 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND MW I L S[3 N M I KA M 1 QROEESSIONq/ CITY OF LAKE ELSINORE SHEET 1 j ACCEPTABLE W CGOPOl2�P O I E RTEE1 A9 CA 926N hQ�o M. 3 06 F:,�4T6NA-0091 z A ASHLAND SPRINGS 13 No. 49884 BENCH MARK: OF SHEETS M 4_ a}(�. 7-28-2021 07/13/21 SCALE: n * E_09/30/22 * AT THE INTERSECTION OF THE WESTERLY TITLE JHEET cV LINE C AVENUE 5 WITH THE NORTH LINE 1 REVISED PLAN TYPES UNITS 81,86-90 TO BE CONSISTENT WITH APPROVED SITE PLAN,AND 8/09/21 CRY ENGINEER RCE No.83156 DALE RCE N0.49884SCOTT M. EXP. 9-30-22 DATE slglf oF�VCp`\Ep\Q NOROF STEHWEDSENT OT FRA FEETKUN FROM THE EDGE TRACT 33370 FILE No. i CITY OF LAKE ELSINORE DATE: 07/13/21 ON.i1.'TAGGED"LLS 3698"PERFRSB I.P. 10372.00 &i ADDED CLARIFICATION TO FRONT YARD SLOPES FOR SEVERAL UNITS. 82/17.AND CALTRANS MAP#40525 21-185 MIN. TRENCH WIDTH PER RECOMMENDED PVC SPECIFICATION VARIES ADJACENT CONCRETE PAVING- TW=FG+6FT SEE CONST.INFO.PLAN FOR COLOR&FINISH HCONTRACTOR TO NOTE:STEPS COMPLY WITH CRC R311.7. HANDRAILS ARE REQUIRED WHERE MORE THAN CONSTRUCT STEPS PER CKFILL SHALL BE TITLE CODES. THREE(3)RISERS OCCUR.SEE CONSTRUCTION COMPACTED TO A RELATIVE PLANS. COMPACTION OF NOT LESS NOTE: ALL FLATWORK SIZE, INTEGRAL-COLOR CONCRETE STEPS- THAN 90X,EXCEPT FINAL REINFORCEMENT,AND SUBGRADE COLOR&FINISH PER CONSTRUCTION 909.RELATIVE COMPACTION t 2 FEET WHICH WILL BE O RECOMMENDATIONS ARE PER THE INFORMATION PLAN 9 REMEM AREAS NOT LESS THAN 95% w zz GEOTECHNICAL ENGINEER. 30° V ��BUILDING LL a +/-16" r` 20 1 i/a" max. � � MAX. F.S. (R �� 9 do o EXPANSION JOINT �" CONCRETE SLAB FF L° _ W/MASTIC BEAD SAND OR/4 MAX. BEDDING WITH SAND ° CRUSHED ROCK -- OR OTHER GRANULAR DOWG STASH.REQUIRED SOILS 4-MIN� MATERIAL(MIN.S.E.-30) ,=FG a — PER AND SHALL BE COMPACTED — ' '� _ _ m d — — — -II RECOMMENDATIONS. TO NOT LESS THAN 90% — III =III III III= III III= �= REINFORCE PER GEOTECH.SOILS ENG. RELATIVE DENSITY II III III III—III III III' —III III III—III=1 III—III—III—III- F.S. 1�—ICI—I I—III—III—III— —III—I I—III—III—III—III— I—III= _ — RECOMMENDATIONS. TYPICAL P.V.C. PIPE TRENCH DETAIL -I -I 1=1 1=1 1=1 =1 -I -I -I 1=1 1=i 1 OMIT I BLOCK FOR Z =1 A PAD —III—III—III—III—III—III—III—III—III—III—III EMERGENCY OVERFLOW E °c _ SUB-GRADE PREPARATION PER GEOTECH. NOT TO SCALE ELEVATION 1�=�=�—III—III—III—III—III—�_li' INVERT PER PLAN — d — SOILS ENG.'S RECOMMENDATIONS. 1 —I —ITI=ITI=1 1=1TI=1 1=11I , — — - -I I I—I II—II I—I I I=I II—II I=111-' l i l l i l—I I—III I—I —I�' '1=III=1T1=1T1=1�1=1�1=1T1=I NON-TURF AREA 'I—( �� III 8„ 9"SQUARE GRATE PER 1/2"MAX.ROUNDED EDGE-TYPICAL NDS J981(BLACK) EXPANSION JOINT W/MASTIC BEAD TURF AREA 9"SQUARE GRATE PER TYPICAL SIDE YARD WALL 15"MIN. DOWELS,AS REQUIRED PER GEOTECH.SOILS ENG. NOS/970(BLACK) RECOMMENDATIONS. FINISH GRADE SECONDARY OVERFLOW CONCRETE STEPS FINISH. GRADE, ��_�_-T- 1%MIN C NOT TO SCALE T%M/N• r__� -T--,F__y I NOT TO SCALE -T-- z NOS 101 SPEED-D ADAPTOR z �OR AS REQUIRED FL TOP OF CATCH BASIN VARIES EPDXY GROUT 3.0'(MIN) SILI- + JOIN TO ENSURE FF ELEV PER PLAN WATER TIGHTNESS 4"DRAIN MAIN LINE FG ELEV CONCRETE.SLAB(5''THICK°) - r PER PLAN ° ..SAND LAYER FL PER ^ PLAN J L ___ ?} FL E� 1�MAN• \ " ��%�� r, PVC PER PLAN 9' GRATED INLET NOT TO SCALE !/��\%\%\\%\%\%\%\%\%��\%\/%/\/%\%\/%\%\/%\%\!%�T�%�i/\\:�\/�/ oEPTrfGF TINGFoo PERK vw, PVC CONNECTION TO CATCH BASIN (PRIVATE) i�PER SOILS REPORT ��v� NOT TO SCALE 10'MIN. UNIT NOTE: FOR FOUNDATION CONSTRUCTION DETAILS HIGH POINT BOUNDARY SEE ARCHITECTURAL PLANS — — — f BUILDING 5'MIN. BUILDING — ❑��— 'MIN 3'MIN, *REQUIRES ROOF GUTTERS ` 2z MIN.® FF7 2: MAX.. 2.1 MAX. 5'MINIMUM F TYPICAL FOOTING/SLAB DETAIL I 2�MIN NOT To scALE I 3'MIN. 20 M/N. 20%M 3'MIN. FF ELEV 2% MIN. $ ----- ! 2% MIN. / PAD ELEV z h PER SOILS REPORT PER SOILS REPORT SILL I� � NOTE ROOF GUTTERS REQUIRED l FF ELEV PER PLAN --- C TYPICAL SIDEYARD SECTION CONCRETE SLAB(5"THICK) MN FL ELEV R/WI--- NOT TO SCALE 3"SAND LAY zxx DEPTH OF FOOTING PER PER SOILS REPORT NOTES., m s 1. SWALES TO BE CUT IN AT 1%AT ROUGH GRADING AND PRIOR TO BUILDING / CONSTRUCTION. 2. A PAVED DRAINAGE SWALE, CATCH BASIN AND PIPE,OR OTHER SIMILAR DRAINAGE 1 CONSTRUCT 4"-THICK PCC HARDSCAPE,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN Z872 EA. DEVICE IS REQUIRED WHEN A STOOP, FIREPLACE, OR PORTION OF THE BUILDING UNIT EMENDS WITHIN THE MINIMUM ESTABLISHED DRAINAGE SETBACKS. 2 CONSTRUCT CONNECTION TO EXISTING PVC DRAIN PIPE BUILT PER WALL PLAN 4 EA. BOUNDARY NOTE: FOR FOUNDATION CONSTRUCTION DETAILS 3. ALL BUILDING SETBACKS FROM SLOPES SHALL BE IN ACCORDANCE WITH THE GRADING 3 CONSTRUCT 4"KC DRIVEWAY,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 13,932 S.F. SEE ARCHITECTURAL PLANS &EXCAVATION CODE. 4 CONSTRUCT 3.5"AC OVER 4"A.B.OR PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 30,733 S.F. �c REQUIRES ROOF GUTTERS 5 CONSTRUCT TYPE 6A CURB PER CITY OF LAKE ELSINORE STANDARD 202 1,258 LF. 3'MIN. K TYPICAL LOT DRAINAGE 7 SHED CURB TRANSI CURB TER ION,TAIL*H"ON SHEET PER PLAN L.F.606 GSTEM WALL FOOTING/SLAB DETAIL NOT TO SCALE CONSTRUCT 0" ONCRETE SLAB NOT TO SCALE 8 INSTALL 9"GRATE INLET(NDS#970) PER DETAIL'B"&INLET ON SHEET 2 129 EA. (PER SOILS REPORT) 9 INSTALL 4"PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 3,114 L.F. FF ELEVATION SLOPE TOP OF CURB q" 10 CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL"E"ON SHEET 2 36 EA. DF=PER PLAN PER FOOT TOWARD STREET 11 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE STANDARD NO.303 26 EA. 1% MIN 6 1/2" RADIUS 12 CONSTRUCT CONCRETE STEPS PER DETAIL Y ON SHEET 2 22 EA. 2.1 2% MIN �, T° PAD ELEVATION 2% 1/T RADIUS MIN MAX 13 CONSTRUCT DEEPENED FOOTING PER DETAIL"F"ON SHEET 2 227 L.F. 9" 14 CONNECT TO EXISTING CATCH BASIN PER DETAIL"J"ON SHEET 2 5 EA. (PER SOILS REPORT) \ CLASS 560-C-3250 P.C.C.; NOTE: CURED WITH WHITE PIGMENTED CONSTRUCT WEAKENED PLANE JOINTS AT 10' 15 CONSTRUCT STEMWALL FOOTING PER DETAIL"G"ON SHEET 2 436 L.F. CURING COMPOUND �95.� INTERVALS; NO SCORELINES ALLOWED. 16 CONNECT TO EXISTING STORM DRAIN PER DETAIL"J"ON SHEET 2 ® DEEPENED FOOTING DETAIL/SLAB SECTION H 0" SHED CURB a NOT TO SCALE NOT TO SCALE N EGPC-2021-0010 0 MARK REVISIONS APPR. DATE THESE CONDITIONS HAVE BEEN DEVELOPMENT FOR COANDANCE WITH THE LAWS AND HAVEAPPROPRIATE EEN FOUND PREPARED BY: W�L S O N M I KA M 1 PROFESS/0 SHEET 2 ACCEPTABLE 9 CORPORATE PART(SUITE 100 RUNE CA 92606 e� CITY OF LAKE ELSINORE CORPORATION o w �49-°'�-0091 y ASHLAND SPRINGS 13 No. 49884 A BENCH MARK: o �. � } 7-28-2021 07/13/21 SCALE. OF SHEETS n l� * Ex os/so/zz AT THE INTERSECTION OF THE WESTERLY DETAIL SHEET I� DATE SCOTT M.WILSON DATE f P \ LINE EC AVENUE 5 WITH THE NORTH LINE TRACT 33370 R ON HABIB,RCE No.83158HABIB,RCE No.83151E sal clwc �Q °F NORTHWESTERLY 8,T13.RFEET FROM S.B.M. FILE N0. o CITY ENGINEER RCE N0.49884 EXP. 9-30-22 f OF CAY�E� OFRP VEME�NTLOFI FRANNUN ST.ED. 'I.P. CITY OF LAKE ELSINORE DATE: 07/13/21 ON.1.0'TAGGED"LS 3698'PER RSB 10372.00 vi 82 17.AND CALTRANS IMP#443525 21-186 f6" 6°�� 18.0' 52.0- 18.0' 6° VARIES -I- SEE GRADING PLAN 18.0'TRAVEL WAY DRIVEWAY EP TO EP DRIVEWAY FOR STREET UNDERCUT U 1 0 4' o DRIVEWAY Tt Y Y °< 8.0%MAX0"LIP 0"LIPAD 0"CURB 8.0%MAX SIDEWALK 1 W PAD 6"CURB CURB PAD 0 SR M N 0 5%MAIN 0 5%MAXMW / 1.0%MIN 0.5%MIN 0.5%MIN N� 1.0' 1.0' 1.0 1.0 ' RG UNDERCUT RG UNDERCUT RG UNDERCUT 18'WIDE MOTOR COURT SHARED DRIVE MOTOR COURT SHARED DRIVE / B \ MOTOR COURT SHARED DRIVE (PRIVATE) - (PRIVATE) - (PRIVATE) - NTS NTS NTS f6• f6• 6^�f 22.0'TRAVEL WAY 27.a3l TRAVEL WAY U U 4 4 O O U U PAD 6"CUR80% 6°CURB PAD PAD 6"CURB 80%MAX 6"CURB PAD 0.5%MIN 0.5%MIN 1.0' <.i 1.0.; RG UNDERCUT RG UNDERCUT 22'WIDE MOTOR COURT SHARED DRIVE 2T-10"WIDE MOTOR COURT SHARED DRIVE �E� (PRIVATE) - (PRIVATE) NTS NTS LOT"C' FRANKLIN — �� L_ _ 7RA BOU DARY —— _ -,- _ ......... . LOT"D" u�ar e, 1 a 11 o 7`Z J U!I 1 lot 3 ° I w0 I I ® on uwr so.� I I r. ,",J d I F 76 .-..E _ _M_A_YA CROSSING LOT"A""~ a . P12 �o I u) I Ii I z 10 O J I rtIf mo„ LLJ I... .J Ibrt '.1 .. ..... m I' . -yn �- ��-� ..... ��I u SI • m� HELENA_RIDrE Tun n .-.--'P'.'"-Y.'. r'_-emvarz smrcr LOT"A" .�...r.... I �-` `R LOT 2 49 , ❑7 I EIR 8 LOT tl , m I t!,,.41 f, : OT ---- --- ---- ---.s- rrr.rrr.•r.i.r....�....:—— TRACT BOUNDARY' ®SHEET NO. LOT LAYOUT/SHEET INDEX NTs EGPC-2021-0010 0 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: MARK REVISIONS APPR. DATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND M`^'1 L S O N M 1 KA M 1 QROFEssiaNq CITY OF LAKE ELSINORE SHEET 3 j ACCEPTABLE 9 C O R P, R AT I A9 CA fiN 3 �`""UffE F06 .449-67r1-0091 i ASHLAND SPRINGS 13 j w"' zm No. assay A BENCH MARK: OF SHEETS o �j �T .�} 7-29-2021 07/13/21 * SCALE: �� E°"00�30�zz * AT THE INTERSECTION OF THE WESTERLY DETAIL SHEET cV LIE SECTION 8, 5 WRH THE NORTH LINE W181B,RCE No.83136 DATE SCOTT M.WILSON DATE sr B1V1L �Q OF THWEST 8,T13.P0,FEET S.B.M. TRACT. .3JO FILE No. o CITY ENGINEER RCE NO.49884 EXP. 9-30-22 9lF OF CNVNI NORTHWESTERLY 1FR FEET FROM THE EDGE OF PAVEMEM OF FRANKLIN ST.F0.2'I.P. i CITY OF LAKE ELSINORE DATE: 07/13/21 ON.1.0,TAGGED*Ls .PER IRS' 10372.00 82 17.AND CALTRANS MAP 443525 21-187 TRACT BOUN -- --- -------- _--- --- ---- -- N89°08'3"W,66.00' 419.1 EG 42. - T NBAfAI --- -- - --__ 417.8EG ------- 417.3 EG 417.3 EG ACT B UNDARY ----------------------------- I 416.8 ------- N 89* _ 417.0 417.0 1R FL HP iX -- R FL HP 1R I ---�-- c __ I� ��- - _ LEGEND �� II ® no b _ _ VINYL FENCE m " ... SEE SEPARATE WALL PLAN o z 1420 o TO FG 417.0 FG 417.0 FIG 417.0 G � 4 GFF=417.16 � " I e - � NF 417.67 FF=417.67 c � L=28.36 PAD-417.0 f II 5=0.01 1� ! ~ � 86 9 MASONRY WALL PAD - 11.0' SEE SEPARATE -- 416.5 RETAINING W ALL PLAN -- y --- --- --- - .�„� PLAN DEEPENED FOOTING SEE SEPARATE LO OR WALL 6.n 1 47 FL/HPN I - - O a a m (LENGTH AND DEPTH PER PLAN) + --_-- - 7 10 4 4 - 41 AFL r•?+, GFF-415.28 1 �- o ------ o - to `� 2_a T \ / ^^ FF-417.47 �+ GFF=416.53 GFF=416.95 < GL 4 .76 �,� 4"^ PAD-416.8 �M I ® 3'zT CONCRETE PAD I iL 3A io I I T 72F9 a a ------ e ® 3'z3'AC UNIT -- 1 e $ II, 1 84 I 85 _ ,� 16.SFG 10 1 18.0 a CONCRETE STOOP a a -- - 4,6.2 4, D 4 �� 1CR 1A - - - - - - o 1 __ _ L=8.00 g UNIT REQUIRING SEWER LL 8 8 °k n a - 3 1 1X 416.5FL I 5=0.01 0 415.801 41517 INV `tii' n - cel N+ N �_r_ : I' 4 FL/HP II 10 I ° BACKWATER PREVEMOR w m n 16.9 = - fi� 4 a - 41147FF I I FF=417.67 � �^Nn \ I iR I � � � - � � �� i4' I �" PAD-41 4n.lafs PAD4416.8 <� G fi 44FS f a Y=' 6 417.01E .o n a ----- _6 ° �'� -ce -1 12 v a nce i� GL=416.55 0 12 nl 416.7 F GL=416-12 <�� 4• 416.60 J1 < - 53FS� 41� au I - o n 1X 10 ce 4 7. FG m ce - T ~ 89° 1 44.00' --- ! 1� ,ri 1� 1 `.1 n a`ni t ®416.7�} I a 16.57FS I _ � '� � � o� 416.50 - 4 .SFl_ y 10 1R 1 416.4FLN 3 ° a I 9 4.50' 41619T 8 416.30 C I 6' 1.OX GB 7.47FF FL HP o II 417.OFG o S 0.01,; 415.679 PL 415.80 XO'l m m off^ 7 87 417.i8FS 13. 29.00 LI L=.D01 c FF=417.67 417.67FF ?ma' s �a a�' 1 1 C ~� �� I �n\a al <I< I•. 5 a� 4~ { I 417.01F5� 6.33' I ce PAD 417.0 16 89FS a TRANS. 11 m " 1BR 12 415.2FL e� I a a< 4i 14 �o 416.39FS 1.OR 7 �„� 415. INN w e 7 7 g 8% 416 74FS m a 417.8 FF 416.58 8X� UJ ala mm I �� I 416.BFG _'T�'IT_� o o a•® ,417.03FS .c �/ I I 416.8 -13.4 z r x /� a /1/I a< J 4 416.5 - FL HP 1% 41 .6FL L=8.00 g 82 ��l T PLJI d - - - - p m 5=0.01 k' 14.4 1D 2% 41636TCr ) LI a 416.SFL FL6Hi % 416.6FL ° 2 4,5.S6FS umi u,`ci 5 \ Ie" 416.8FG m ❑� III 1Q o_ ce• °�� - - - - a <a 416.S6TC � 416_ 58FS`8% 2�R �n ,% 5 a LL < - 417.OFG \ o n° a m • 16 gg } I a w 416.8FL L% 416.4FL �n / v a I u; ti 1 -�'n �4 /� v'.� 4 8FG 41 ii 2 1C 41674 4 .8FL --- -jX - 416.4FL Y / LL'I o g9'[ a 417 17 177 �'s'?" o� _ .47FF FL HP L=29.0 �LFz- n I fI ° v 26 7.18FS oq 4 ° I i ®No,n 16 ui �r a ,vn^ F 1 6 416.74FS" 6 416. FS FF=417.6 �� 41 .ofc"'04�16.58FS 8% _ _ a a I 3 1 a PAD=417.0 81 Nm ats.z7rc Lu a ° ° % 417.06E FF=417.47 1AR � 2A m 416.65F5 415.77FS Lu "�cs `s m 14.3 �� 1 1. I I� �ce;� <�a �- ° 417.14FS PAD=416.8 o i LL 4 8.0X a 417.17FS,j !2 _ - -- 417.03fS 5 416.FG 2" ce ce 6.8FG 1fi.8 I I L=8.00 g 1R �� - -- 10 L% - - 416.5FL 5=0.01 416.58FS 8% 7 a V J " ° - - - m y 6 7 ,cam v 7 v ,ri vn I 1.0 a. 10 1R ',. 1.OR ^ c a r r a 6.8FG 16.46TG I Tl 12 16.89FS N I < « I 8 I LL L 416.39FS m° y ° rn m 6.33' � A l 1 ° 416.7 12.561NV. TRANS. a N V O S=0 01 9 a n -� a 4 7.47 FF=417.47 0 417.01FS� < a a 6.67° II n� I al a an 1 pL m 17.23Fs LuwuJ Q PAD=416.8 � amls s 10 1 41AFL -AP + I - qEL FF=417.45is 7Fs 18.0.40Fs 1.0X PAD-416.8iR W ------ -. 4" tl 7.OFG 416.44FS 15%1 I o} S_003 9 FF=417.67 GL=416.48 LL g =4.50' ,12.7i a 3B 1te - _ o� 412.30 412.60 C i PAD-417.0 s=o.o2o s.sFc N I }I a < a' INV 1412.1 INV o 415.73 TC ° I GFF=417.21 n,n 18.0 . �/ ^N \iceADF4L76.1 10 416.8 I FIL HP F1 6. 415.81 BW ----- ---- ------ ----- ----- a Q 1 •�I¢' -- <e� 6.0 FG 415.OP 41 .33 � N89°78'49^E 44.00' a a ° 414.93 TC 4 a -4168FL --- --- ------ o' �� w N890181491"E 83.14' CONSTRICTI0N N01L8 SEE SFEET 5 II" 1 CONSTRUCT 4"-THICK PCC HANDSCAPE,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 12 CONSTRUCT CONCRETE STEPS PER DETAIL"F ON SHEET 2 0 2 CONSTRUCT CONNECTION TO EXISTING PVC DRAIN PIPE BUILT PER WALL PLAN 13 CONSTRUCT DEEPENED FOOTING PER DETAIL"F"ON SHEET 2 3 CONSTRUCT 4"PCC DRIVEWAY,COLOR AND KNISH PER LANDSCAPE ARCHITECT'S PLAN 14 CONNECT TO EXISTING CATCH BASIN PER DETAIL"J"ON SHEET 2 N 4 CONSTRUCT 3.5"AC OVER 4"A.B.OR PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 15 CONSTRUCT STEMWALL FOOTING PER DETAIL"G"ON SHEET 2 5 CONSTRUCT TYPE 6A CURB PER CITY OF LAKE ELSINORE STANDARD 202 6 CONSTRUCT 0"SHED CURB PER DETAIL"H"ON SHEET 2 7 CONSTRUCT 0"TO 6"CURB TRANSITION,LENGTH PER PLAIN GRAPHIC SCALE 30 8 INSTALL 9"GRATE INLET(AIDS J970)PER DETAIL"B"&INLET ON SHEET 2 zo• o s• 1a za c� a 9 INSTALL 4"PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 10 CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL"E"ON SHEET 2 ( IN FEET) � 11 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE STANDARD N0.303 DELTA 1 REVIEWED-C.NORVANI,COLE 8/30/21 1 inch- 10' ft. EGPC-2021-0010 0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: 11 W I L S O N M I KA M 1 ftOFES$Ip� CITY OF LAKE ELSINORE SHEET 4 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ,�J�17 CORPORATION ACCEPTABLE CC 9 CORPORATE PARK VITE I00�49-674 IRWNE CA 92606 -0091 @�'"� �! �" 3 F: 5 v a W z m ASHLAND SPRINGS 13 N°. 49884 BENCH MARK: OF SHEETS 7-28-2021 - 07/13/21 * SCALE: cJ � 09i30i22 * LIN TNE EINTERSECTION AV�ENUE SDWTM THEE WESTERLY0 E PRODUCTION PRECISE GRADING PLAN n REMON HABIB,RCE N0,63166 DATE SCOTT M.WILSON DATE J}9l crva ��@ OF BECKON 8,T68,RAW,B.B.M. TRACT 333J0 FILE No. 1 REVISED PLAN TYPES UNITS 81,86-90 TO BE CONSISTENT WITH APPROVED SITE PLAN,AND 8 09 21 CITY ENGINEER RCE NO.49884 EXP. 9-30-22 F OT CAUF� NORTHWESTERLY 13.5'FEET FROM THE"EDGE i CITY OF LAKE ELSINORE DATE: 07/13/21 DN.11.'TAGGED 15 3898"PER RSB I.P. 10372.00 N ADDED CLARIFICATION TO FRONT YARD SLOPES FOR SEVERAI_UNITS. e2/17.AND CPLTRArS ww p4aas25 21-188 - N89°18'49"E 83.14'---- -_ - n M ^F4 �\ i 5.2R - -1%% --- 416.2FL - v vi vi GFF=415.28 m a N89"18'48.63"E _ - - I I II < o�i n 7A co 6, •c - - - - 380.302 I II o0 3B 11 " MAYA CROSSING J a o PRIVATE STREET v LL 18;1 w z ~ - 12.04 FL n o n \ < a a 12 414.31FS 413.49)FL 12.06 INV v a .�! GL .88 m PL 411.4 W -----n� 54F 414.8 a - --- --r� 4.97FS 14.28F5 41 FS _ � - - - -- �= 4TFR'FS 1- --mmm 10 N 141 ° a F - a - ---- �( 11411.SFG 410.5 411.1 410.47 FG c� 416.07FF o o I yl _ _---------- - --- i-:W 47 FG ------ --- L118 6FG 4. �mam� 414.10F5`o ° 9 " 414. " (1352)FS05.41FS W�' 633' o .I 415.30FS RANSro I 1412 .215 410.21SG1T 419.80FS 0.5% 7 n< 1 5 �m 4 u r -zt"-r ° - I p s< a A 'a 7.I PL � 416.0 FF 8%n LL I I 10 a 5' - 414.41F�r 3 r L ecl 415.43FS ='v ki 414.6 FG P a44.5TEP G 1 44 \ / \ 10.0 TG I f 11' vl x. 5 �� V J Z M} �- 8 409.5 INV PL VI 10 78�-I - 'Zz� j �L 2% 0 h cn 1C m 4 5.05TC �- �_ - �a 24 ❑0 409.9FG _ I 7{3 a m ae s I 414.55FS ,� _-_ 415.07FF (� "'1 411.54F$ �, I xl: II ii J 'h< N PL II i LL FF-15.07 -00 414.57 19 (13.81 FL (13.76) v 411.4FG'�, LF i _ 8%� Lo%�I� PAD=14.4 _ 6" 14. TIC 411.301NV 410.215G < 415.4FG a < 2A 13.8 FL 1 .87 - - m C yy<I W MODEL 411.30FS 441L4FS I II < 5.2FL 1% 414.8FL / a<I < °a �' -_ -_ I 11.2FG 41 SG40, _ �_ ¢e 414.5 FG 4 / 14 FLI 1 1% _ GFF=14.85 14.87 I - - - - -� =3 27\ AFL` �..., _... 415.2FL 3 _ / 9 = 410.4 S _ -� 409.4 FL 0 035 415.4FG 8% 1.R 1.% I %.� -.-...- ° 14 G J 414.02TC 5 a � � 4 1% 414.02F$ n I _ 410.3FGS LOT 5 ='.46� 410.46FS i II 1411 N o - c v 1 4 I, 414.SFG e k �o,fi' I 4 409.131G l 40931 SG 410.3FG < o 414.75FS N u: 4 91TC Z u m 2 14.6FG .32 FS 1. 3 414.07FS 23 - � 409.13SG I 77 ata4 T' REC.a TION Q ?%i a , I� 3BR � 410.46 cEN ❑ <iEl- 1BR �' S �� c: 20 3 a SEE SIE IRATE i �0 II i 410.3E A a' 1409 I �i 410.46FS c� " rr a :® 416.07FF n o 3C .-�" ... 6 - 4 ° 409.13 G 408.9 TG V gg. \ MODEL ■ Z e 41o.3FG i 415.43FS 8%a 1 4 _ I■ 8.4 INV g09.13SG 7 « I z FG/HP 1 32 FS 414.28 414.23FS II v -1- 6 0.5% I I FG/HP a0 FS k.% _ _ L -__ 4 �.. ■ 9.13 SG i o. 414.SOFS 8.33 o 414.4FG 6" - 'J@ o�o� ■ .a i W m n m o c, ■ ■ 407.8TF 4 < ' n > GL=14.25 ■ ■I f as 4 vi 416 07FF..., <_ < a � �'�' ■ n 415.07FF I? �„ nn I� � < ■ L ■I PL -415.4 I 414.57FS ° .< �o w ce} - 410 I _ 1 ... �I I p a 4 .97 415.07 F 5.0 7 0� LI *112AR 1% ° 414.80FS z vi v 5� -- P 414.4 W I 1 F �y 409.60 FS I 1410 I Y 4° I t � MODEL 5=so.78 I� o n ® �� I cx bw 5,: 1 .O FF=14.65 ■ 11 9 =0.021 414. 140 a se A nl "FL/ 1 414.4 I 11 I 1 N i i 10 15 FL/HP I I 8I0 I I I `� <� -- �' 76 I « co 414.2 FL 10 10 } Lp I� I ; 4 II !< 3AR I o FF-15.07 a �I ce+ < �� 414.4FG PAD=14.4 a _��_ ® 40� "1 o GFF-41 8" FF-15.07 415.2FL ,� ?_% -- 414.6FL 7% (413.37)FL _ a12.a1 TFTF ® +�� PAD=14.4 ---,�__----- -_-- _-_ Qi -I -v? 409.E TG L=19.22 4 g 409.5 41 FG ® at+l i ? 0409 1 S=0 1050 0.020 I 7 45 L=28.00' ■ f NV 407.1 INV I 40 414.32 HP --- 1%q, -�f3.71 F ,o,o a I 5=0.010 (411.91)INV 411.89 INV (411.54 INV EX.SLEEVE 6 a, M� 414.2 414.3 L=37.00' 1 GFF=414.16 ---- o - ��< (412.15)INV FG/HP FG/HP 5=0.010 ------------------- ---------- - .o 414.4 FG 9 0: N n T a 414.4 FG L=5.00 - 409.0E 9 -0.001Y -------------- g -. 408.7 FG I I- LL N rn < J I o I I 3 =2 00 g = g =32.99 408.7 FG 9 408.7 FG =0.008 =27.44 9 L=27.8 1407 =0.005 408.7 FG 9 =0.005 408.7 FG =0.008 =0.005 =0.005 OO S=0.001 9 <M 408.3 TG 408 3 TG 7. 1' O II o --- 8 8 .---'. .._. H .61'&LLI +?1 �� L ° ■ 4na a rr. n 408.3 TG 408.3 TG a a �8.3 TG SEE SHEET 6 LEGEND CONSTRUciloN NOTES _...._ VINYL FENCE 1 CONSTRUCT 4°-THICK PCC HARDSCAPE,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 12 CONSTRUCT CONCRETE STEPS PER DETAIL I"ON SHEET 2 SEE SEPARATE WALL PLAN 2 CONSTRUCT CONNECTION TO EXISTING PVC DRAIN PIPE BUILT PER WALL PLAN 13 CONSTRUCT DEEPENED FOOTING PER DETAIL"F"ON SHEET 2 n- 3 MASONRY WALL CONSTRUCT 4"PCC DRIVEWAY,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 14 CONNECT TO EXISTING CATCH BASIN PER DETAIL°J"ON SHEET 2 SEE SEPARATE WALL PLAN 0 4 CONSTRUCT 3.5"AC OVER 4"A.B.OR PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 15 CONSTRUCT STEMWALL FOOTING PER DETAIL"G"ON SHEET 2 RETAINING WALL 5 CONSTRUCT TYPE 6A CURB PER CITY OF LAKE ELSINORE STANDARD 202 SEE SEPARATE WALL PLAN u 6 CONSTRUCT 0°SHED CURB PER DETAIL"H"ON SHEET 2 DEEPENED FOOTING OR STEM WALL I� (LENGTH AND DEPTH PER PLAN) 7 CONSTRUCT 0°TO 6"CURB TRANSITION,LENGTH PER PLAN 8 INSTALL 9°GRATE INLET(NDS#970)PER DETAIL"B"&INLET ON SHEET 2 ® 3'x7'CONCRETE PAD 9 INSTALL 4"PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 ® 3'x3'AC UNIT GRAPHIC SCALE -30 10 CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL"E"ON SHEET 2 so• o s 'u 2W CD 11 CONCRETE STOOP CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE STANDARD NO.303 ❑ O UNIT REQUIRING SEWER N BACKWATER PREVENTOR 1 1N FEET I DELTA 1 REVIEWED-C.NORVANI,COLE 8/30/21 1'"°''_ 10 ft. EGPC-2021-0010 0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: 11 W I L S O N M I KA M 1 ftOFES$Ip� CITY OF LAKE ELSINORE SHEET 5 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ,J1 CORPORATION p e M. ly ACCEPTABLE 9 CORPORATE PARLVfTE 100 IRVWE G9 92606 3 F:�49-674-0091 5 v a W z m ASHLAND SPRINGS 13 Mo. 49884 BENCH MARK: OF SHEETS 7-28-2021 - 07/13/21 * SCALE: °eiwizs '� LINE OF AVVEENUE 5°WTTHFTHE N0�LINE PRODUCTION PRECISE GRADING PLAN n REMON HABIB,RCE N0.63156 DATE SCOTT M.WILSON DATE J}9l crva ��@ OF SECTION 8,T6S,R4W,S.B.M. TRACT=70 FILE No. o IEDGE CITY ENGINEER RCE NO.49884 EXP. 9-30-22 F OF CAUF� ONORTHWESTERLY P VVEMMENTLOF13FRWKKN Sr..FD FROM?2F"I.P. 10372.00 ED N 1 ADDED CLARIFICATION TO FRONT YARD SLOPES FOR SEVERAL UNITS. 8 09 21 Cltt OF LAKE ELSINORE DATE: 07/13/21 ez/117.AND CALT S 6.pa�43s21 21-189 SEE SHEET 5 TT �+ --- 414.61E 7% <o .. HU=14.4 alI +"III I N Mi Cl- v nlii 1 4III GFF-41 s _ FF-15.07 ----,� 1X I (413.37)FL - 12,4)_Sf ® PAD=14.4 .n ® I /Ip/ 409 L=3.90 MI ---may----- --__ 111\ III 41 G ® 414.5 Klt� a"' 'I 0409.6 TG /I L=19.220 OS=0.020 l 1409.5 -- -�f3.71R - I FG ?i 1:+�;y L=28.Uu' 1 409.1 S=0.105 7.4. 41,02FL HP 1% mmm 4 S=0.010 (411.91)INV (411.54 INN V F ^� 414.2 NV414.3 -7.00 1 I � IN 411.89 I 407.1 INV GFF=414.16\. - °f <.�a S=0.010 ----- - - �- - - 0.6 SW o �p - (412.15)INV FG/HP FG/HP -- -------1 1409 ----- _ EX.SLEEVE m --------------9 - 9 L 'g1 4 w 414.4 FG L=5.00 414.4 FG _--- - 409.0E 0 - n o g -05.06- ------------------ .G 406.7 FG L III M � ------ - 7 I N a = =0.005 408.7 FG g =32 00 408.7 FG 9 =0.008 g =0 005 408.7 FG =0.008 9 _27 44 408.7 FG 1 9 L=27.8 _C9 =0.005 =0.005 - < 1 408.3 TG 408.3 TG 408.3 TG 8 8 408.3 TG 408.3 TG 8 8 408.3 TG 1 �1 H-.61' 01.8 F I 406.78 IN 406.64 IN fff �> I 408.3 TG 408.3 TG I: 407.16 I 407.00 INV 406.91 IN 406.81 INV 0 m 4 407.3 I 8 8 7.19 INV I I } 408.4 FL I I I 1--1 L=37.42 gO I 408.4 FL 406.4 FL 408.4 FL ® I. I I S=0.030 :1 cli I �}T } } L- 76 408.51E(E1WALL�WTING 4------^ 408.7FG 408.7E 408F- • 408.7FG °c}I I �} � 408.4 FL I I _ e=1 oe� 5, �m I I 407� 73 T �� .I: � � �� FF=409.37 4 FF-409.37 I 1 < ------'^ a m L - O I O08.7FG 408.7FG 4 .9 FS 1401.4 FFG 409.37 �a��7 I� PAD=408.7 }I PAD=408.7 i PAD=408.7 L=15.81 9 q, PL 40-8 407.7 I � zx 10 a at3.t F a I I 1 FF=409.37 I 1 i � n� ^I � 40.61 I 5=0.01 �✓ 1 5.3 413.41E 1X m 10 1X 1 4 3.OFL 3 I °P �r �I I I PAD=408.70 FL/1P 14 .7 � m • - - - a z N u') 5.0 $ 408: v v 10: HRI �' 0 406.7 TG � m � 406.2 INV c� 414 27FF 41 .6F 413.62FS �� o I I ��" I _FL/HP FL LL/H 10 406.0 INV I n< 10 < 1408 N I I 414.51FS TRANS. �- PL ' I1 }' PL 4115.01 FS 0.5X N ° 4 - 4 as t �. SFG � 4 III � 5 407.3 FG 406.9 FS A �1� �� - G 406.4 F� 406 I o 414.271E I E .0 F .413. = I I � ^ .6 III 16 1 ? :2 ® A a 5 I 1I nw 1CR n� ooiic6 o H z < O - 74 jl ! 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A V - SEE SHEET 7 LEGEND CONSTRUCTION NOTES ...... VINYL FENCE SEE SEPARATE WALL PLAN 1 CONSTRUCT 4"-THICK PCC KARDSCAPE,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 12 CONSTRUCT CONCRETE STEPS PER DETAIL"C"ON SHEET 2 2 CONSTRUCT CONNECTION TO EXISTING PVC DRAIN PIPE BUILT PER WALL PLAN 13 CONSTRUCT DEEPENED FOOTING PER DETAIL"D"ON SHEET 2 MASONRY WALL SEE SEPARATE WALL PLAN 3 CONSTRUCT 4"PC DRIVEWAY,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 14 CONNECT TO EXISTING CATCH BASIN PER DETAIL"X"ON SHEET 2 RETAINING WALL 4 CONSTRUCT 3.5"AC OVER 4"A.B.OR PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 15 CONSTRUCT STEMWALL FOOTING PER DETAIL"G"ON SHEET 2 SEE SEPARATE WALL PLAN N 5 CONSTRUCT TYPE 6A CURB PER CITY OF LAKE ELSINORE STANDARD 202 DEEPENED FOOTING OR STEM WALL 6 CONSTRUCT T. SHED CURB PER DETAIL"6"ON SHEET 9 (LENGTH AND DEPTH PER PLAN) 7 CONSTRUCT 0"TO 6"CURB TRANSITION,LENGTH PER PLAIN ® 3'x7'CONCRETE PAD 8 INSTALL 9"GRATE INLET(NDS#970)PER DETAIL"B"&INLET ON SHEET 2 3 -30 k3'AC UNIT GRAPHIC SCALE� ® 9 INSTALL 4"PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 xw 0 s 1u 2W a a 10 CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL"E"ON SHEET 2 CONCRETE STOOP 11 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE STANDARD NO.303 O UNIT REQUIRING SEWER ( IN FEET) DELTA 1 REVIEWED-C.NORVANI,COLE 8/30/21 ft4CKWATER PREVENTOR 1 inch= 10' ft. EGPC-2021-001 0 0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: 11 W I L S O N M I KA M 1 ftOFES$Ip� CITY OF LAKE ELSINORE SHEET V CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ,J1 CORPORATION p e ACCEPTABLE 9 CORPORATE PARIc;NSURE 100 IRVINE CA 92606 @�'"G �! �" 3 1, -0091 5 v a W z m ASHLAND SPRINGS 13 N°. 49884 BENCH MARK: OF SHEETS 7-28-2021 - 07/13/21 * SCALE: cJ � °eiwizs LINE OF INTERSECTION VVENUE SOWRH THETHE WESTERLY0 E PRODUCTION PRECISE GRADING PLAN n REMON HA916,RCE No.63155 DATE SCOTT M.WILSON DATE J}9l crva ��@ OF OF 8,T65,R4W,S.B.M. TRACT 33370 FILE No. o CITY ENGINEER RCE N0.49884 EXP. 9-30-22 F OF EDGE CAUF� OF PAAVVEMMENT(OFESTERY13FRWK�N SLOFD?2F"I.P. 10372.00 ED N i ADDED CLARIFICATION TO FRONT YARD SLOPES FOR SEVERAL UNITS. 8 0g 21 CITY OF LAKE ELSINORE DATE: 07/13/21 82%1170AND CALT wS 6NAP%4�43521 21-190 a,s. - � alo.oro S _ .SEE. B � - - - - y - - - - - - - - - (408.16)FL L < 11 405.74 TCI o ^o 405.24 FL L=.3 1 9 _ 405.321NV 5=.02 PL N89°18'17"E 82.98' 412.4 16 � -- -. rn m ...-_.-._ 11 - - - - - - - - - - - - S89°19'41.37"E - a LL�413.2 FG GFF=413 07 �- 413.2 ^� - - y - - - __ _ 550m853 r-� 71 o LEGEND on 13.87 FF _ �� VINYL FENCE 3A d 1 d d d d w SEE SEPARATE WALL PLAN Li f1 LL 2 MASONRY WALL SEE SEPARATE WALL PLAN w m 40.85 40.85 < m RETAINING WALL z GL- .67. m G I .78TG 1 a mg L SEE SEPARATE WALL PLAN DEEPENED ANDEPTH PER P D R STEM WALL ^I ^. 1.301 -� h• a N8°19'41'W 41 1f x x a m a 1 (LENGTH LAN) 5� -- f 941Fa12 g g� ® 3z7'CONCRETE PAD o 411'0.005 0 -\ 8.78TG fin; 1 % 411.7 TC 408 4 --- - 2.8 FL 1% 1 0 3 o I uj Z 411.2 FL 412.02 � `" 531 8 407.93 FS 407 27 FS ___ _` 34(�.4\ ® 3 z3'AC UNIT O 411.94 TC / 409.15 a LL 1.0% - 4 a -- m W -1 / H FG a m a.41 °3 - CONCRETE STOOP 40G (�413.2 FG 413 87 FF 4 '�'" 411.44 FL � � "� 0. p JI+ x T 13.54 FS FF=409.37 - Lx FS 3 a d' rr- x - 4 - _ " gd 10 I" FF-40Q. 7^. UNIT REQUIRING SEWER I -- ti ^-I / �d PAD-4O8.7 n a r---a�- 4 a A BACKWATER PREVENTOR L�4 412.48 FS 0.5% N� 407.331NV / D-40 .7 L o c�z 7 �' e a 2 412.67 TRW /I' }o x GL= 8 �+ 412.58 FS jy, rn I O i 407.33 TF Pl< g u, - --- I 4 N � / � y : �N \N I i m O O 413.87 FF FS 2 4T70 \7. < 5^f I 0 409.37 FF" _ .ed - -- m O - - 7 Q m'cEi' 3.4 r cv 4 FS 2 co �� m � I 0 FS g 66 w ; c�E °g� Fcq M ^^ � 4,2.57TCr�I, LJJ ^j 0❑ 2C ,5 Cf�412.07FS $. � 4D8.9 FG 408.7i -LLI BR x 412.58 FS '1.0% 1 ro 1� c� Id' o ---- - a ^-- -- -406.7 8.7 FG I .n 6 I^ a 408.8 �8.6 GFF=40945 0 \� I g GFF-408.48 413.2 FG \ x+i - - .&: _ L=9.35 41 ,-FG �' \ a< N I. -. - .- _ ..-_. TRANS. _ _ '. - TRANS. - _.-... _.Ste--.005 10 c - I � 0.5% 408.29 T� N ,( I� "d < N �"' ,,� .29 0.5%%.: 408.38 \x 408.6 M 1 Y 5 c�M �4 < \ IT m� N of � iN 'a`„ I °° 0.41 408.7 G m n 3W 408.68 1.5% a 408.43 g$ 51.4 408.66 408.7 FG I 413.2 FG 0❑ 413.2 FG \ I<! 13 4 4 Sg '%�`-O 1.% 1.0% I 409.11 FS FS FS GB 7 7 In x I x x I 7 FS%GBb FS GB 409.11 FS' rri x ^ 408.94 FS a O o 412.7 C .PL ° I 4 4 ^�� --� a �2% 408.77 FS $'� tol 1i1 N ry= o II v 4124 4 .45 a 3 < f�89°18'49' 44.00' ° 65 J <3 c �_ IM J O - S� a - - - I :p J 2-4"W"AR £_" 3A 4 8.6� a 408.59 LL I 6 g�" 408.59 406.68 - CO 413.87 FF _ <°� m ?e _, FS 0 FS/GB 0.5% _ 0.5% FS GB as 1 c ® 413.01 44�12�FS, _ OS FS GB • z /�_ - x I 7/� 0.5% h a a : . 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FG III .7 FG 408.7 G l I. ® I o '� mi I "• °O vi GFF=413.07 0' = 408.6 408.6 FL 4 5 I� F N U I 1, �� - 0 1.0% 9.00 2.8 FG 413. 413.0 9 =44.04 1A% n 9 =24.00 9 L0.005 I j 97=29.00 0 L=7.99 9 =0.005 4 .6 FL ---- - ----- - FL HP 5-0.01 408.2 /I \ 0.005 I L=7.99 =24.99 1 =0.00. FL HP 1% 1% < FL HP 2g =0.005 < FL/HP =0.005 9 =0.005ZZ FLgHP 1 4 .0 EG N01°8'48' 6.29' I 11 TG 408.37 08 56 TG 413.0 FG 4 FG 4p6.041NV 8 8 405.921NV 405.SBINV 8 8 8 38 TG -_- g -_ g AO5S51NK_- _-_ 8.38 i0r541N 8 8 �5-.391NV-- 413.OEG PL--- -413.0E 408.5EG C N8s'19'41"W458.39- ---- ---- ----- ---- - - - NO y 1 CONSTRUCT 4"-THICK PCC HARDSCAPE,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 12 CONSTRUCT CONCRETE STEPS PER DETAIL"I"ON SHEET 2 2 CONSTRUCT CONNECTION TO EXISTING PVC DRAIN PIPE BUILT PER WALL PLAN 13 CONSTRUCT DEEPENED FOOTING PER DETAIL"F"ON SHEET 2 3 CONSTRUCT 4"PCC DRIVEWAY,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 14 CONNECT TO EXISTING CATCH BASIN PER DETAIL 7 ON SHEET 2 4 CONSTRUCT 3.5"AC OVER 4"A.B.OR PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 15 CONSTRUCT STEMWALL FOOTING PER DETAIL"G"ON SHEEF 2 u 5 CONSTRUCT TYPE 6A CURB PER CITY OF LAKE ELSINORE STANDARD 202 16 CONNECT TO EXISTING STORM DRAIN PER DETAIL 7 ON SHEEF 2 N 6 CONSTRUCT 0"SHED CURB PER DETAIL"H"ON SHEET 2 7 CONSTRUCT 0"TO 6"CURB TRANSITION,LENGTH PER PLAN 8 INSTALL 9"GRATE INLET(NDS#970)PER DETAIL"B"&INLET ON SHEET 2 GRAPHIC SCALE INSTALL 4"PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 M o s 'W zW 10 CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL"E"ON SHEET 2 11 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE STANDARD NO.303 1 0t FEET DELTA 1 REVIEWED-C.NORVANI,COLE 8/30121 1,°°h- '°' ca. EGPC-2021-0010 0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: 11 W I L S O N M 1 KA M 1 ftOFES$Ip� CITY OF LAKE ELSINORE C O O R SHEET 7 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ,J1 R PATI O N p e ACCEPTABLE 9 CORPORATE PARIc;NSURE 10o b49-67q IRVINE CA 92606 -O091 @"� /! �" 3 F: 5 v a W z m ASHLAND SPRINGS 13 Mo. 49884 BENCH MARK: OF SHEETS 7-28-2021 - 07/13/21 * SCALE: cJ 09/30/22 LIN TNE EI OF AV�ENUE SOWTM THEE WESTERLY PRODUCTION PRECISE GRADING PLAN DATE SCOTT M.WILSON DATE ✓? c'va �@ OF SECTION 8,T6S,R4W,S.B.M. TRACT 33370 FILE No. r R ON HABIB,RCE N0.83156 qTF p�� NORTHWESTERLY 13.5'FEET FROM THF�EDGE o CITY ENGINEER RCE N0.49884 EXP. 9-30-22 OF CALIF Of PAVEMENT OF-1111 IT.M.2 I.P. 10372.00 ED N i ADDED CLARIFICATION TO FROM YARD SLOPES FOR SEVERAL UNITS. 8 09 21 CITY OF LAKE ELSINORE DATE: 07/13/21 82/117.AND CALTRANS 6MAP J44443525 21-191 SEE SFEET 9 � I 'v111X HELENA► RIDGE -- - - -PRNATE STREET _ 89° -37"E - - - � I - - 55050.85863 -� - - - - - - _ _ I N > J _ Ip�I� p,00J a LL > !.X, O V< V pp V O� pi � N 401.46 F5 O PL < PGL 'S a$ ••' N89°1941"W 417.81' - g 6. z M"W 402.65 TC 402.07 :4 FG 403.8FG c 403�6�- - x - 9 12 0 ' 402.15 FS 401.57 FS i o a 3 o o n� p �o M 399.8399.25 TC 398.99 T _ •••3 x x .4 o Q. 0 13 FGoI�LL FG N 3 398.75 FS 398.49 398.74E Sd O.SSW..... �� N O 10 FF-403.9 N 403.6FG n 0.5 400.0 FG - LL a �? n b` <. .n 10 n d in 7.1 PAD=403. �o --- f h-- °f E �a FF 403.97M FF=400.27 a x M N o x 10 rnw -SW Ao ° XX a - r--- <�i 4 l - M M cE-0 5T 1a% o PAD-403.3 M PAD=399.6 N n FF=400.27 ` zo%% GL= 6 `moo • J, J x x PAD-3 m o 0 4� l^ `\ l / SW 0 o a GL-399 rn 2-6' 399 N m n 403.97FF n 0 l�M • g rn GL- 96 o nl - .,5 co • 403.97 FS 2 A 5 I N -N F 402.80FS X M 5 5 m� 400.2 FF " W I_--I $ J - 14.2 15 .08FS _ N _ o _ 40� I OL 03.80 FS 60 a \\ N N 4 0❑40 n n o NJ .� ❑0 II n L O O O I I 0 27ff 1 of n 403.3 FG 4 Z6% 1% BR 0.5 2C � 2C - M ' � BR �! w- - -- 7 399.E G 1.5X o 1X �_� GL=403.97 L � � GFF 403.08 I 403.3 L=2.30 I� 10 ,� - 1 9 GFF=40Q36 N' FL/HP -'t -0.005 10 ...- _. 399.28 - nd ^' TRANS. 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FI l 399.6 V �s < o ai M j�' M M �� nd H - �� l v< 1iI �p�p oo popi� LLLL I 6) 4 I Q� a jm i+N M °'d n YJM nWWffJ �o,�g Ir' lIIj 0000 440033..9647FF5F 4I" O10 ll��g10 ^�<_- ��"5 8GF F=403205 ❑ °�:}I,IIII III 1� . N Tv0 0 4 .o o Nll'iII IlIj l'x� oo CJ 399.94 j:I � n,rn1G AFF=3 3.9892..59F5 II II1I II .-.� _ �! 52 03.97 FF 51 1A 403.1 FF 403.ODFS 4 403.64FS .76FS 7 2 99FS3 994FS GFF=403.25 8.0- 9982 -u .011 o NII II 10❑ II II 1 1 \\ N n j oa rnN ❑ L7 "' 403.3 I 0 j lI �� ❑ lIl ❑ :..NW O l FF=403.97 j « 0 O -- ^g 10 HP 1 I " FF=403.97 �I j FF=400.27� 1O I jlx ❑ lIl ❑ �� g° , FF-400.270 JI I\ \\ �I PAD=403.3 I • g • 3.3 FG 40.3 F j x 1 x PAD-403.3 i n PAD=399.6 „ BI 0 I 1 I PAD-399.6 �' /I: FF=403.97 I n FF-403.97�i �j I I� 3.3 FG 403.3 FG 1 1 FF=400.27'- FF-400.27 �I I 5.o Pl. i I PAD=403.3 1 I PAD=399.6 j 40.9 FL ® FG .I 403.3 G PAD=40.3 FG d I�< 403.3 FG 403.3 I Ij ® 403.2 399.0 �?j ,{ PAD=399.6m xl x M • 399.E 99 �I O x 2 FG I 3 0 FL I�'� �^ .l n ® 3 .2 FL L=7.99 g x I'"L�:71 ® I L=8.33 9 l I 399.2 FL Q� 1 9 I S=o.00 S=o.00 xl: lse L=799 g 399. .402.9 4033 l I =2400 1 1` 9 399.2 FLFL/HP 199FL HP� 403.3 9 . S=o.00 . 399.3 =29.00 'n 399.3 S=o.00 399.2 005 1% FL HP< =2499 403.2 398.99 S=o.002.81 \ =0.005 FL HP 1% 1% FL HP 1% \ 9 v FL HP L I 9 =0.005 FL HP 9 0.O 5 FL HP =0.005 8 8 3.17 T 03.19 C I 1% 1X 401.511NV 401.391NV 8 8 403.16 8 .18 TIC 403.09 T 8 308 TC I 398.8 8 8 98.87 C 8 9 12 iC I � 1% 99.11 C 99.12 T 401351N/ 401.201NV 16 8 401.021NV 4 8 400.851NV-- 396.871NV 396.75111 399. TC 8 396.571NV 3 .11 T 8 8 g6.381NV 9'�2 T 8 8 396.211NV 396. 11NV 396s31NV 405. EG--_- -- ---PL�� -- ---�gga1 ' - ---- ---------- - --------- 4pp,0 EG 399.6 EG N89°1 s'a1"w as8.3s' PL 399.6 EG 399.63EG.341NV PL \- -N89°21'05'VV 625.34' TRACT BOUNDARY _ �'"a TRACT BOUNDARY�� - - N89°21'05"W 625.34' CONSTRUCTICIN N LEGEND NOTES - - 1 CONSTRUCT 4"-THICK PCC HARDSCAPE,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 12 CONSTRUCT CONCRETE STEPS PER DETAIL"I"ON SHEET 2 ,,, SEEVINY FENCE SEE SEPARATE WALL PLAN II' 2 CONSTRUCT CONNECTION TO EXISTING PVC DRAIN PIPE BUILT PER WALL PLAN 13 CONSTRUCT DEEPENED FOOTING PER DETAIL"F"ON SHEET 2 _ 3 CONSTRUCT 4"PCC DRIVEWAY,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 14 CONNECT TO EXISTING CATCH BASIN PER DETAIL T ON SHEET 2 f� MASONRY WALL 4 CONSTRUCT 3.5"AC OVER 4"A.B.OR PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 15 CONSTRUCT STEMWALL FOOTING PER DETAIL"G"ON SHEET 2 SEE SEPARATE WALL PLAN REFAINING WALL N 5 CONSTRUCT TYPE 6A CURB PER CITY OF LAKE ELSINORE STANDARD 202 SEE SEPARATE WALL PLAN 6 CONSTRUCT 0"SHED CURB PER DETAIL"H"ON SHEET 2 DEEPENED FOOTING OR STEM WALL 7 CONSTRUCT 0"TO 6"CURB TRANSITION,LENGTH PER PLAN (LENGTH AND DEPTH PER PLAN) 8 INSTALL 9"GRATE INLET(NDS#970)PER DETAIL"B"k INLET ON SHEET 2 ® 3'x7'CONCRETE PAD GRAPHIC SCALE -30 9 INSTALL 4"PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 za s• la za ® 3'x3'AC UNIT o a 10 CONSTRUCT OVERFLOW WALL DRAIN PER DI"E"ON SHEET 2 CONCRETE STOOP 11 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE STANDARD NO.303 / IN FEETUNIT SEWER t DELTA 1 REVIEWED-C.NORVANI,COLE 8/30/21 O BACKWATERRING PREVENTOR 1 inch- '°' c°. EGPC-2021-0010 0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: 11 W I L S O N M 1 KA M 1 ftOFES$Ip� CITY OF LAKE ELSINORE SHEET 8 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ,J1 CORPORATION p e ACCEPTABLE 9 coRPae47r PnRic;SurtE 10°Ixvt CA 92606 Q�' �! F' 3 1, -0091 5 v a W z m ASHLAND SPRINGS 13 No. 49884 BENCH MARK: OF SHEETS 7-28-2021 - 07/13/21 * SCALE: cJ � E'P'09i30i22 * LINE OF INTERSECTION EENUE S°WTM TH°E WESTERLY0 E PRODUCTION PRECISE GRADING PLAN REMON HABIB,RCE No.83155 DATE SCOTT M.WILSON DATE lqT �� M s crva @ OF OF L T68,' B.B.M. FILE No. o CITY ENGINEER RCE NO.49884 EXP. 9-30-22 F OF PAVEBTERLY 13.5'NT OF FEET FROM TK2 EDGE TRACT i CITY OF LAKE ELSINORE OF CALIF DATE: 07/13/21 DN.1A0'TAGGED LS 3898"PER RSB I.P. 10372.00 N 1 ADDED CLARIFICATION TO FRONT YARD SLOPES FOR SEVERAL UNITS. g 0g 21 82/17.AND CAllTbWs.p443s21 21-192 ME SFEET 10 8 ,.,�., �� r�.T ,., - al --.. % - I _ - EX.SLEEVE 1�6% 407.90 INV 408.00 INS% 104408.64INV 407.9 INV ?% 3 407.26 INV 407.16 IN 867 ` PAD-406 9 =27.03 9 32.00 I y =32.00 9 -15.50 1 \ - . a =0.017 0.020 =0.020 _ -0.020 4.2 1 405.25FS m c 7 a x1 409 8 FG g 4 9.8 FG ------409.8 FG 409.8 FG ---_---- - H=4.3' 1 I FF=407.37 9. N6 <� 8 gW PL n9n L4O9,&EG---------- ----- - ------ - 1 } 7.37FS 405.95 9 1407 =31.99 L=5.00 =32.00 g L=5.00 g =33.03 PAD-406.7 =24.89 L=5.00 9 9 ----- - -----�1O1.7F -- ----...---- -0 3_t-ldl 9 9 ----- -BS108111 ^ � J�- (tA -- gI.61' 2% 2% 2% 2X 2% 401.8 F L 10.0 I •^• < W N 1.8 FG 3% 2% I1 I 0 ^ , n n 401 4 TG 401.4 TG c_ GFF=406.91 401.4 TG 1 8 401.4 TG 401.4 TG 8 8 8 �.. I 8 g< J 401.3 TG 8 8 41104 TG 400.06 I 8 99.8. INV 399.76 I 99.50 INV 399.46 I ? 1% •'E' 400.3 1 400.10 INV 401.5 FG ,� �. \ ---=- -- I g I1 401.5 FG 401.5 FG 11401.5 FG � 406.8 fiHP M� 401.6 FIL I 1.8 FG 401.8 F I 401.8 FG 401.8 FG I 401.4 TG '� --- -- --- --- ------ ------- 9 FS I 1401.4 FG I I I ® 1 1% HP PIL ® I' FF=402.47 I FF=402.47 I I e ss.,s 1Nv 4 40,.7 401.8 FIG �1.8 F PAD=401.8 PAD-401.8 0 401.8 FG 401.8 FG 1 r I I -401.9- 10 -- 5.3 FF-402.47 }�I I 0 I FF-402.47 c F=401"86 LL HP II F " w ® - - I: ao.7 Fc 1a PAD=401.80 II I 4 FF=402.37 II 46 s PAD=401.8 • ) 0 g }� FIR/ I « o ao1.7 a !' PAD=401.7 g }} iL' 401.7 FG 10 0 I FG - fL' w I 3C o w II °oo I a� P 2.7 I 'M T 1 11� ^ _ o o �, �' ?� o m =401 97 GFF-401.97 - 1 1 401.7 8 9. �+ - 2 4" 40fiI N w -5 - 401.6 FG oa - 1 401.331N w .37E • 1 7 40.8 FG 4 III .4 4 4 1 M 0 m i-A� mo Fc p ao,se Fs �: 40t88 FS 0. �z.o3FsFF=402.37 �� ` 4 H 10 401.6 FG III 1.6 FG 1C _ J m 11 402.55FS - III, I I+ �� 6 N PAD-401.7 ^ ® o •`� +ae w 111 { 4 LL 1BR-a�teI 1, N - I a ✓ HP ud o g a Ij o ^ae o 0 401.8E rl- w+ I �1.7 1 - u - a m m y \ ^,n ]` -a 2.47 FF �r� :�N /""� �' I� �^ g� I _ g FG/HP I 402.47 FF �� I 1 "'r' T < I 401.8 FG 1.62 FS 1 m 2 4� 3 1 01.54 FLU_ 401:7 -1X ,? I -r'401.SFG I�- 1. O N a ae , 10 � 401.62 FS 1 N� -5" STEP L�P� -6 7ZI71/T�L 6 - 1.6% - 1�\ a Y �� I a � g 402. I 4^� 4017FG � I 3 ` - ------� -T---- -- f. 8 1 I�Z O W R� / ° 2 aoz.o3F� FF-402.37 V` � \. 4 v� I�t 11 �1.46 401.41 0.5% 401 36 Oy5X 6 m I 0 %40.�S 0.5 401.F5 401.F5 I J Z �'{n a _ �{�J em t-uV f5 FS m�n w 3B 1 a 0 3 ° Ir � it N Mo 1.0% �1.30FS 12 ;1 PAD=40107 LL zl j 3AR a 1 m a R 1405 1 ° 2% I. 3 "" aC �I B 401.89 FS N f 1 \ moo- LL7 y0.3X 401 26F5 2 4' 9m o 8 $ WW I 11 401.89 FS ��" 7 +I ax 401.27 40,.47 FS 5" 6.6% 1 402.11 4o1.¢gTC" �r�i(-'r( 402.3 FF a II 401.27 o I ? 4 1.46 =,G.65 51 47 �f^ 1 STEP FS 1.46' a F o �' 1% FS I PL 9 401.38TG 8 �01.S�G 401.5 IFG 4 FS STEP � FS. ,% � fi o, I I o,o� 7�\�� _ �6 401.8 FS I M ,1400.961N � IIa. 5 Ji � � i I 401.8 FG Y% �-' 401'15 401.15 �� 401.8 FG - F 401.4 TG 1 J - _ / l0 401.14 0 8 o •1 401.8 FG 401.3FG 401.24 FS g g 5 15 g 1.24 FS -�. �'SFr - �i LL �- r z 8 0" FS/B FS GB - .$ ...� _ - - - - �� PL 3 8 400.4 IN 1$401 5 -. % - ------- -- 401.7FG �_ %.. ...{�34it X, 1.0 5 401.3 1.0% FS GB 2% 4 '2� 1 "- 401.SFG f o0 - 9'TRANS. 1 X f rn 9 =0.008 I � ��' \ 400.87F5 h m 401.14 G 9 f a n I I 9 oT 1% ❑0 � _ ,45 'o I =2.28 I I •°' n n I �� 401.8FG 401.3 TG o T > _ y PL401.4 TG 8 401.8FG .....:I+o 77 1X- 401.8 FG 1/� 7 401.8 FG I �+ o i`" \ I _. - -. _ .._w_- M 7I'3 LL ^ FF=402.47 aOo NN1 14 "m I \ �z 401.E 'X ... FF-402.470• 2A BD N C )�-i2 o N LL - - _oa= PAD=40 III M \ �$ 40,�a 1 401.5 FG ❑o PL 1 PAD=401.8 _oa= AS 0 % 2.aX .20TC \ - FS -51'\ c 400.70FS 1�0X _ .2 0,^ a �N - 8 s ---� - ao,.14 _ I � 2 - 3 � �� _ � 6 • w I � � 5X T v?� M f n i 2.4 FF � � ,� �]..1\... _ ae FS GB / f2-4" 1404 2.14 '401.BFG 5%/ `5 13%4 4 1.8FG G -a_88 10 401. GI.6 10 - 401.85FS 401.85FS�.. P 39. 14 \... IS400.96FS �42A2F 402.02F5 li - "- � 7c A401.69FS 402.47FF ° 4 I ✓a"1 401.8 FG FG - - �. °' N o 6 401.7 404 402.30FS 4 FG �.� _ 1�. � % 401. 9 FL HP / c a 401.8FG N x n N o a ...\ a�' 3. FG Iy 3 a 3 398.441 I P I400.4FG 6 _ • ^o // oh - _8 fNr. r --- - --� �o -------- -- --a- -- 401.87� ° a 47J�Y --- --V-- % FS - 4014„- 0. 402.03 401.69 BW a - ---- 1.0 12 ti -Y 4' 401. F FF=402.37 / ^ - 12 I <I 'aoz o3Fs PAD=401.7 (4 .93)fS-(Ann.51)FS 400.37 I I al 1 h - - - _ -I- - -L01.3 FL \ 401.7 10 h 14 N89�9'41" 140.31' _ 1 ° - - - / y a - 14 0.0 ---��- Ph PL ° PIL N89,9'41"W 11.10, _ 9� 01.2TG O8 a a ° 398.3 5=0,024 400.41NV - a SU DRAIN ,4 398.5 I ' (400.91)FL . • ` 39 0 398.51BW 397. 1 BW I I HELE i _PRIVATE 89 7„E 550.853 IIi 8m BFEET 8 LEGEND CONSTRUCTION NOTES ...... WNYL FENCE 1 CONSTRUCT 4"-THICK PCC HARDSCAPE,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 12 CONSTRUCT CONCRETE STEPS PER DETAIL 1"ON SHEET 2 SEE SEPARATE WALL PLAN 2 CONSTRUCT CONNECTION TO EXISTING PVC DRAIN PIPE BUILT PER WALL PLAN 13 CONSTRUCT DEEPENED FOOTING PER DETAIL'F"ON SHEET 2 MASONRY WALL n° 3 CONSTRUCT 4"PCC DRIVEWAY,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 14 CONNECT TO EXISTING CATCH BASIN PER DETAIL 7 ON SHEET 2 SEE SEPARATE WALL PLAN _ 4 CONSTRUCT 3.5"AC OVER 4"A.B.OR PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 15 CONSTRUCT STEMWAIl FOOTING PER DETAIL"G"ON SHEET 2 RETAINING WALL SEE SEPARATE WALL PLAN 5 CONSTRUCT TYPE 6A CURB PER IFFY OF LAKE ELSINORE STANDARD 202 DEEPENED FOOTING OR STEM WALL N 6 CONSTRUCT 0'SHED CURB PER DETAIL"H"ON SHEET 2 (LENGTH AND DEPTH PER PLAN) 7 CONSTRUCT 0"TO 6"CURB TRANSUION,LENGTH PER PLAN ® 3'r7'CONCRETE PAD 8 INSTALL 9"GRATE INLET(NDS#970)PER DETAIL"B"&INLET ON SHEET 2 ® 3'x3'AC UNIT 9 INSTALL 4"PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 -3o c� 10 CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL"E"ON SHEET 2 ❑ CONCRETE STOOP 11 a CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE STANDARD NO.303 0 UNIT REQUIRING SEWER BACKWATER PREVENTOR DELTA 1 REVIEWED-C.NORVANI,COLE 8/30/21 EGPC-2021-0010 0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: 11 W I L S O N M I KA M 1 ftOFES$Ip� CITY OF LAKE ELSINORE SHEET 0 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ,�J�17 CORPORATION ACCEPTABLE CC 9 CORPORATE PARK VITE 3 I00�49-67�IRWNE C4 92606 -0091 @"� �! �"F: 5 v a W z m ASHLAND SPRINGS 13 No. 49884 BENCH MARK: OF SHEETS 7-28-2021 - 07/13/21 * SCALE: cJ � °eiwizs LINE OF AVVEENUE 5DWITHFTHHEE WESTERLY LINE PRODUCTION PRECISE GRADING PLAN REMON HABIB,RCE No.83155 DATE SCOTT M.WILSON DATE lqT �� M s crva @ OF SECTION 8,T65,R4W,S.B.M. FILE No. o CITY ENGINEER RCE NO.49884 EXP. 9-30-22 F NORTHWESTERLY 13.5'FEET FROM THE"EDGE TRACT i CITY OF LAKE ELSINORE OF CALIF DATE: 07/13/21 ON.OF 1A0'TAGGED LS 33698'PER RSB I.P. 10372.00 N i ADDED CLARIFICATION TO FRONT YARD SLOPES FOR SEVERAL UNITS. g og 21 e2/7 MD CALTRANS ww p443s25 21-193 SEE SFIEET 11 KAAVA r-DOS L V L/-1 I rl 1./1 PRIVATE STREET N89'18'48.63"E - - 380.302 I F--F w n o m LL 408.31 FIL 407.72 FL �„ �„ a 11 q07. I ME SFEU fl ^ s I -�- ------ - -_------------- S .31 4,p - -.� 409.5OFS 1� - - alY! 404071N W I.-... .. 1 406.7 _ 1 = .I_ J ...40 HI ..-_ _- -•m - _------ - -4 488377 N +�6.8 406.68 1% oILL FL HP 1 I GL=406.91 M } r =I 11 41 ,-' 409.4 FS 3 _I 9.37F12 �L - -/ _ I � T 40 7 406 7 411.1 410.47 FG L m -- -- ye 407. TRW a^ d ,o --__c o -�� II ° FG FG Il ,� 'TO �I �Nl c � oa \ o ti� 405.13 TF I � � o n II / 409.8 FG410 FS v ° o ° 3 409.OFG 40 3 FG n 3 ..... FF=407.37 3 3BR p 6 d 0.8"DF 409.7FG 409.7 OI I 40g 8 F PAD-406.7 yt l 407.3 406.7 9 ° �, FL HP 10 �� 10.0-��I �� 1 �eL 2-4 FL HP o 9 410.47 FF _ °r t F •3F � 0.8 DF ^ - PL :(1)I� r 407.37FF, m 8 ilgil> 11 4 FS , - orn `-'11 j I�� FF=407.37 �� k � ^s ^ o cc I 2" d' 407.03F5 \ ^ � I � 4" STEP 4 il0 DF '� a� I II q a < $ 0.8 D f� ��' - n n P� II to / \ � �g\2I,1�;FIG �� P aosslFs uo < 1 cL=4 1 PAD-406.7,: 73 --- 410.47 FF --- l I z ^ 409.56FS --- - -LEE � I I I n, �� j oo 410.14 Fs*21A �� FF=410.47 0 0 ° a ° P I S=o.o FF=410.47 409.15 TC v o PAD=�09�8 ° I 406.7FG ° 3 �6.5FG 1 406.7 10-- �R- 11 13 � l aPAD=409.8 409.3FG 408.65 FL BR 120 m 4- ry.8 OF \ 1 9D9.3F�-A089FG 409.�F0- 8 09.3TG 2.0% 406.70FS 4 _ 4 > -0.a DF---409.3F� - -..-_ 409.4 FL GFF=10.39 \ GFF-9.9 DF 1% 406.121NV S 0.0 ,q ., ° 07.37FF FF=407.37 s, 1.0 DF _ ...--._.__... c 29, ae1_6 407.04FS ^ o,� rn 406.9 FSI co 4FL�. .-... .::: 408.9FG TRANS._ _ --� 5 ^9'TRPNS._ _ _ 11 o PAD=406.7`� __10 - ,� .- ,.D% u M o I a N II III - - - - �. .. 409.6 FG m - 3 - m .I 409.4 FL 409.1 FL / \', a - I - of .co „1 co it it 9 409.FG 921 _ x 0.5% 409.3FG II am m� 8 < .. 408. 409.26 TC 408.72��-5- o `�I �I � ao� _6 32 FS $ 408.76 F� 8.76 FS 40 6FG /� g 9 I 408.86 FS 7 7 8 408.86_FS X 12 2 `I_��I - ° 4�1%I 4 .54TC 7 0� 6 Z 4_ 407.37FF ® 406.7 ^ N PL i K - 4O 68 FS :tom o 406.1 41 406.7 FL HP � „ 1p ao �< o o �� of 409.51 FS 40.7FG 6.04FS 2% I< I 3 4i I I in 5 406.22 1AR 6�Ji 19 vmi 09 / " a o ° cT $ Q 1 1.0% 4D6.4 1.0% 1 4% c rn ?n n m 408.93 TC 408.93 TC �AR I II \ 5 405.92FS o 6 22 406.32 o ^ 1� rn 1.3% 0.5% RB_ �.... RB _0.5% v 1.2Q 1.2$� 8 409.4 I a z II c `r' \ FG ❑0 T �I ` nO// to z < a 6 6 6.7 %- - - - �� m 409.41 FS ti ti N;a` a� om GL-9.24 U m ° co \ 4 _. - N �� o 41FS II nc� 4 _.. '.BTF i I f K w 410.47 FF m I 4 4 ? m " o M= _ �'"I 47 FF LL O \ tom 406.SFG 1X 406.7 I 11 0 INV PL -I 1 "o . 5 2.iX 406.3 1 0 --4K22 6 = C FL/HP r w FS X opl 16 ° 11 MM e Y 3 , 10.6 DF c 405.83FS 406.22 3X 3 vi o n n f .c Y o,\ 1 N n 03 DF ,,,', 13 4 a u J f a f as s FS GB g 'o o „'a'I $ II o /H <� , �7 1CR fa 42 N �I 409. FS j p 409.23 FS 4, I 40M G 406.6 = 1C �, 8 9 9 q° 1B 409.23 SF 4,. I 4,� 409.23 FS - I ,7 40 Ji l� P I ° I° 4.5XI. 406.221FS N 406.0 �1 ,r?f ° LL �< GFF=9.6 GFF= �' 4 `" 0 6 m n m 6 V 07.3 c o X o�� p--- .III I 9 140 I a 409.7 �c;. .7 F •c `J' 3 Ile, a t=" �' 5FG z 4 k FF=410.47 cs z L5 ° a " - 4os.2Fs FT I. FF=410.47 `� av �' < 4.32 ° s1X ?� s" 4os.3sFs - PAD=406 I FF=407.370 '} }� � j PAD=409.8 `� 11 0 �l PAD=409.8 "+: j ` f 3 1114 ^' s.a Fc ° I -N f� a ° xl j 14 FF=410.47 I I j�, FF=410.47 s.a FG ° 407.37FF g 407.04FS < PAD-409.8 fr a L s.1s y a I ° 3 6 P 1 aosss 1a aos7 llj PAD=409.8 TIT` LOT 6 IIIJ - r- ° oo2a - IC3..�y4 ° -_ X.__ �... 11P w T ° sFs a l I 11Io US=0119 I 10 iX 405.8 FL 11 L-3.90 409.5 TG _ 0 :I 9 5 FL L-5.00 .v C I 407.37FF o ° .. ° t=0.020 ` 8 9 0.020 I ® I < ® 9 =0.020 I 406.85 INV qv ^ - _ 407.45INV 'o %" aP _..3-6 6 406.87FS �; 409.4 TG 409.4 TG 409.4 TG g 409.4 TG I 409.4 TIC 8 =4 .51 a I g aas.a rc 8 a07.26 INv a0z,s I ° I f PAD 4040637 g ® g g Kf f[vl 4 SLEEVE 1.6% 8 407.90 INV 408.00 I 8 2% 2X 8 408.64 INV 407.9 INV O 2% 3 I 8.67 5FS 1 ^ o 9 =27.03 -� 9 =32.00 I y =32.00 g =15.50 4.2 Y 405.25FS •g 19 ,'S m M =0.017 FG =0.020 409.8 FG -_----0.020 -------- 409.8 FG ----0.020 --_--409_8 FG H=4..3' I F=407.37 :9. - ce} 2- < PL 9 1 L409.a-EG---------- ---- = I 407.7FS 0 14�7 F 3 /-1I-5.fH1 �1L=32.00 a L=5.00 o =33.03 ° 31�I PAD=406.7 _ R5HP5 .,.,.., -�- -- -----'--- b L' d l co � j 406.67FS - s SEE SFEET 9 100- . aLEGEND i \ 1 < 8 �< CON3TRUCTD N0 Vri FENCE ...... . g Jg.oN ,1 9 1 CONSTRUCT 4"-THICK PCC HARDSCAPE,COLOR AND FlNISH PER IANDSCAPE ARCHITECT'S PLAN 12 CONSTRUCT CONCRETE STEPS PER DETAIL"I"ON SHEET 2 SEE SEPARATE WALL PLAN - -fk 1dP------ --- Y_c1✓ ---_ - = S 0 02---- --�---- L-8. 6 9 -------- -- 2 CONSTRUCT CONNECTION TO EXISTING PVC DRAIN PIPE BUILT PER WALL PLAN 13 CONSTRUCT DEEPENED FOOTING PER DETAIL"F"ON SHEET 2 MASONRY WALL j 1 y 401.7 - 3 CONSTRUCT 4"PCC DRIVEWAY,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 14 CONNECT TO EXISTING CATCH BASIN PER DETAIL W ON SHEET 2 1 SEE SEPARATE WALL PLAN HP...�_ i ant 5 FI 1x --� .r.�.. w 4 CONSTRUCT 3.5"AC OVER 4"A.B.OR PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 15 CONSTRUCT STEMWALL FOOTING PER DETAIL"G"ON SHEET 2 RETAINING WALL SF�T 8 SEE SEPARATE WALL PLAN 5 CONSTRUCT TYPHEDE 6A CURB PER CITY OF LAKE ELSINORE STANDARD 202 DEEPENED FOOTING OR STEM WALL 6 CONSTRUCT 0"SCURB PER DETAIL"H"ON SHEET 2 (LENGTH AND DEPTH PER PLAN) 7 CONSTRUCT 0"TO 6"CURB TRANSITION,LENGTH PER PLAN 3'x7'CONCRETE PAD N" 8 INSTALL 9"GRATE INLET(NDS#970)PER DETAIL"B"h INLET ON SHEET 2 GRAPHIC SCALE -30 9 INSTALL 4"PVC SDR 35 WITH PIPE BEDDING PER DETAIL"A"ON SHEET 2 ® 3k3'AC UNIT o s• la m a 10 CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL"E"ON SHEET 2 ❑ CONCRETE STOOP N a 11 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LAKE ELSINORE STANDARD NO.303 O UNIT REQUIRING SEWER ( IN FEET) N DELTA 1 REVIEVVED-C.NORVANI,COLE 8/30/21 BACKWATER PREVENTOR 1-h= 10' ft. EGPC-2021-0010 0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: 11 W I L S O N M I KA M 1 ftOFES$Ip� CITY OF LAKE ELSINORE C O P SHEET 10 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ,J1 R O RATI O N p e ACCEPTABLE 9 CORPORATE PARK;NSDIIE iW IRWNE C4 92606 @"� �! �`• 3 F:449-674-0091 W z m ASHLAND SPRINGS 13 No. 49884 BENCH MARK: OF SHEETS o QA,` f l� 7-28-2021 - 07/13/21 * SCALE: cJ � E'P'09i30i22 * LINE OEINTEERSE SOWITOTHHE WESTERLY0 E PRODUCTION PRECISE GRADING PLAN n REMON HABIB,RCE N0.63156 DATE SCOTT M.WILSON DATE J}9l crva ��@ OF SECTION 8,T65,R4W,S.B.M. TRACT 333JO FILE No. o Cltt ENGINEER RICE N0.49884 EXP. 9-30-22 PNTL FROM?2F EDGE OF PAVEMENT FRNKUN Sr..FD I.P. 10372.00 ED N i ADDED CLARIFICATION TO FRONT YARD SLOPES FOR SEVERAL UNITS. 8 09 21 Cltt OF LAKE ELSINORE DATE: 07/13/21 ez/117.AND CALTR IS 6MW p4"435zs 21-194 414 4 EG --- ------- PL _ ---- 412.0 ----- I ---- -------------- I 411.6 FG 411.8 HP 11. TG -- ---_-- ----- -- - ----- 14.0 EG TRACT BOUNDARY N89"09'24" 57. 1.5% 1% 8 410.47INV _--_-1.4R... -._-N 412.6 FG 412.6 F 411.6 FG - - \` - 4 6TG 411.7 FL L 73 9 411.2FG 11.2 G �4 001 ,\\ -- - - - - - _ 412.0 411.0 4-- \ FLU _ 1.6 G 40s.961NV.8 o FF=11.86 FL HP 1.3R HP 1.6% FL/HPX �.� 411.0 4 9• HP \\ 412.0 FG 411.6 FG 4 I L17 ...-:-. _-._--. ...--.--.� $ i3R PL T D 29 1.86 �11.70FS 410.E \I �410.6 -_-- I \ 409.FG \ ?4y6, TRACT BOUNDARY i 3B I 411.6 FL 1 410.8 FG FL 1 y�=L ® 1 1 c 12.67 Y ® �•I ® I G q11. G ` / 411.0 J - 1 412.0r 4 0FG II I 0FG 4 0FG I 1 \ \ 2-6" ^t I :I ,0: I FF=412.67 ll0 0 \ PAD-412.0 D m I FF=412.67 1c�b FF-41 1.67 i 4 O EG I PAD-412.0 M PAD=411.0 _ oe " -- FF-411.67 j \1�,+ \ o �II 17 - GL_ 6 I M 1 - -- 11 lam+ it l j 0 = I 2 N ,� PAD-#11.OI \ F ti 12.0 FG �' m I O ® .SFC--- 11 _ ._ 411.E FG .39 a. 11.6 O +l I 4 1.54 12.1 67F5 1-6 F S - ' - 4,1.6 FG 3 I 110 o r �4„ I GFF 10 54-N 11 i68FS I \ 409.30 9FS d ''gyp 411 b7 - - oe °i GFF=11.68 �I o '�, GFF 10540 oo II L-VHP 1�R /FOL�B Q I / 1X 10 p 1 - "' `� I 1 0.46FS C I \ ._,...- ...- ...- ...- �. / \ 411.0 EG 412.E 4,,.8 4" n ° ^� I 30 ,,.62FS I 410.a FS 410.30 f]/� II 11.29FS I `,LL ,_ 410.30F5 1 1 �7L 1 \ T 409.40 s6R .BO PL ,eef a12.o FG FS <�' <�' - 1CR m G.67 W s 67SW 1 A �' FL �' I - p /"� �'' o I ___ 410.6 I \ FL HP 0.67SW _ 13 1pR �- 12 FG 10 410.1 FG \ o ll os% 7 12.67 - o a o 13 0 13 .. I GFF=09. 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M° FS GB i _ - 4�FG 41 .3 F6 ...� o �' o o a 09.87FF FF=409.87 27 1s - C PAD=409.2 o o aos.l4Fs a,1.sfi c a,,.5 Y� 7. •s.se 3 1.0X ---1--- 3 mg 4� 2-5° 1BR 411.18 N i r4 nc'i NSW 15 3Fg Q N v n J 13 'N N` 6co p 409 14 FS ® FF-412.67 6 �m 7 - �a a ° ��}! l3 = o II �y ao8s - o PAD=412.0 11.83F5 41y. i ^o � I g 25 3 °moo I '�I 9.21% 10.26FS q FG - ~ � 6 4 L HPte 11 6 9.87FF I I ^c _ a�' l o h ��I c� AR / J J I e oc g Z --0 0.7 DF - 4pr�� o� 35 9.5 8�'I T 0.5% \ I 091 6 a ..Lc o I I P ° ^ urn cell 12.67FS 5' m 09.06 08.9 FS IFS `u �$ a o��09.5 F t� 5 Ji ®j 1 12.34FS- 4' 12.2 S °Nr,o I I '�I / FS 1.5X 1.3R I z - - -- - --- -- - "� �� -1 - - - 409.05 " �� "� �'• I 2 12.0 G 411.6 F 11.40FS :7 a 0 6W 409.5 FF /L- T FS GB ,n rn � a a I o 409.2aFS a 8.9 FS Q c� \ 1.0%( /409.26TC 1.OR SXN a09 F g a 1 a \ 10%I ��fl' �m �0 4 12.6 l 411.8 10 11.6FL 1 1 3 4 0.7 FG •�1 Y. 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FG 4 409.2FG ^• a a a a J 3 l h 409.44 10 40947 08.1 TC 11211 0.TC n I y-_-FS -__ 9 407.62 FL '? v <n 1�.1...11 ° d.6R 409.4s - -r Z S-0 4 11NV a INV if _ .46 10 1.9 08.7 FL' 11 ° 407.66 INV N ° d. �• 4092 G - .97FS ----- ®n�0VA CRO FF=409.87 � � I I I s - - - -- ;111E sTREEr - 1 - - PAD=409.2< I q 18'48.63"E n l 1 07.26FS- I III m �"� 6 •$ 8 rn W < 9 In 386 302 I $ PL LEG b I FF-409.47 LL I' f :87FS 409.0 ��n 9 >' SEE SHEET 10 PAD=408.8 Ir 37 8 HP� - CONSTRUC710N NOTES .... VINYL FENCE L l Cl 3A 95 NII N SEE SEPARATE WALL PLAN 10 0 9 09 pGFF=409.65 o w 1 CONSTRUCT 4°-THICK PCC HARDSCAPE,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 12 CONSTRUCT CONCRETE STEPS PER DETAIL°I°ON SHEET 2 ^^ w 2 CONSTRUCT CONNECTION TO EXISTING PVC DRAIN PIPE BUILT PER WALL PLAN 13 CONSTRUCT DEEPENED FOOTING PER DETAIL"I'"ON SHEET 2 1� MASONRY WALL a _ 10_1AR _ II' IL 4091 FL 1 OR 3 CONSTRUCT 4"PCC DRIVEWAY,COLOR AND FINISH PER LANDSCAPE ARCHITECT'S PLAN 14 CONNECT TO EXISTING CATCH BASIN PER DETAIL T ON SHEET 2 SEE SEPARATE WALL PLAN I LY II HP---- --._ ..-._- ..-__, o__-... -�: 9 p' --------- L 19.1 RETAINING WALL �' ------------- ___ S 0.0 4 CONSTRUCT 3.5"AC OVER 4"A.B.OR PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 15 CONSTRUCT STEMWALL FOOTING PER DETAIL"G"ON SHEET 2 SEE SEPARATE WALL PLAN I I � m V I I I 0.3 E ii" 5 CONSTRUCT TYPE 6A CURB PER CITY OF LNCE ELSINORE STANDARD 202 DEEPENED FOOTING OR STEM WALL '°°' '•' '"m 6 CONSTRUCT 0°SHED CURB PER DETAIL"H"ON SHEET 2 (LENGTH AND DEPTH PER PLAN) 7 CONSTRUCT 0"TO 6"CURB TRANSITION,LENGTH PER PLAN ® 3'x7'CONCRETE PAD 8 INSTALL 9-GRATE INLET(NDS#970)PER DETAIL"B"@ INLET ON SHEET 2-30 GRAPHIC SCALE N� ® 3'x3'AC UNIT 9 INSTALL 4°PVC SDR 35 WITH PIPE BEDDING PER DETAIL°A"ON SHEET 2 m o s• is as40 a 10 CONSTRUCT OVERFLOW WALL DRAIN PER DETAIL"E"ON SHEET 2 CONCRETE STOOP N11 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF LACE ELSINORE STANDARD NO.303 O UNIT REQUIRING SEWER W leBE1') DELTA 1 REVIEWED-C.NORVANI,COLE 8/30/21 BACKWATER PREVENTOR 1 inch= 10' ft. EGPC-2021-0010 0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLANCE WITH THE APPROPRIATE PREPARED BY: 11 W I L S O N M I KA M 1 ftOtL 1111� CITY OF LAKE ELSINORE C O P SHEET 11 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ,J1 R O RATI O N p Y ACCEPTABLE 9 CORPORATE PARIc;NSURE 100 IRVINE CA92606 @�'"G �! �" 3 F:449-674-0091 5 v a W z m ASHLAND SPRINGS 13 No. 49884 BENCH MARK: OF SHEETS 7-28-2021 - 07/13/21 * SCALE: °eiwizs '� LINE OF INTERSECTION VVEENUE SOW OF THE R THE WESTERLY0 E PRODUCTION PRECISE GRADING PLAN n REMON HABIT RCE No.83155 DATE SCOTT M.WILSON DATE sl9lF crva ��@ OF OF LYT S, LINE FROM THF"EOGE TRACT=70 FILE No. o CITY ENGINEER RCE N0.49884 EXP. 9-30-22 OF CALIF OF PAVEMENT OF FRWKUN Sr.FD.2 I.P. 10372.00 ED N 1 ADDED CLARIFICATION TO FRONT YARD SLOPES FOR SEVERAL UNITS. 6 09 21 CITY OF LAKE ELSINORE DATE: 07/13/21 82%1170AN0 CALTRANS 6MAP%44443525 21-195 NPDES/STORM WATER POLLUTION NOTES EROSION CONTROL NOTES 1.THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR 9.CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF 11.DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL IMPLEMENTATION AND MAINTENANCE OF THE SWPPP-APPROVED, APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT LAKE ELSINORE ORDINANCE NOS. 529, 772, 802, 882, 1004, 1258 BE DESIGNED FOR A TWENTY-FIVE (25) YEAR, SIX (6) HOUR STORM PRE-QUALIFIED BMP'S FROM THE CALIFORNIA STORM WATER QUALITY DRAINAGE INLETS ARE PROTECTED . CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP'S), AND INTENSITY. THEY MUST BE DETAILED ON THE PLANS. DESIGN AND SPECIFIC ASSOCIATION (CASQA) HANDBOOK I WEBSITE FOR CONSTRUCTION TO RETAIN 10. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: SEDIMENTS FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY a) DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN MEASURES FOR THE PROJECT SITE AND ANY SUBCONTRACTORS. b THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY ON THIS PLAN AND APPLICABLE SWPPP AS WELL AS ANY ADDITIONAL ASSOCIATED CONSTRUCTION STAGING AREAS. 3. IN CASE OF EMERGENCY, CALL KYLE NACCARATO AT (801) 674-9551 TEMPORARY SOIL STABILIZATION MEASURES. EROSION CONTROL MEASURES (E.G., HYDROSEEDING , MULCHING OF STRAW, 11. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING (24-HOUR PHONE NUMBER). c SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. GRAVEL-BAGGING , DIVERSION DITCHES, RETENTION BASINS, ETC.) DICTATED GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR d DIKE REQUIREMENTS . SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS , BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF PROHIBITED. DISCHARGING NON CONTAMINATED GROUNDWATER PRODUCED BY MODIFIED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS PERCENT COMPACTION, ETC. DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE DIRT, MUD OR DEBRIS INTO EXISTING PUBLIC STREETS AND/OR OR, IN AN EMERGENCY , BY THE PERSON RESPONSIBLE FOR GRADING e) OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED OPERATIONS. DOWNSTREAM LIMITATIONS, WITH THE EXCEPTION OF OVERFLOW, WHICH IS ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION OPERATIONS ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL WATER QUALITY 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN 2.STORM WATER POLLUTION PREVENTION PLAN SWPPP SHALL BE KEPT CONTROL BOARD. FLOW. ( ) PORTION TI THE SITE THAT IS NECESSARY FOR CONSTRUCTION THE ON-SITE AND MADE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME 12. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT REGIONAL WATER QUALITY CONTROL BOARD (RWQCB) - SANTA ANA REGION WITHOUT PERMANENT DOWN DRAINS INSTALLED. EROSION AND SEDIMENT OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR AND/OR THE CITY OF LAKE ELSINORE. CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A 50% SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST 3.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN 100% SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF STABILIZATION FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE 6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN (NOAA). THE FINAL CERTIFICATE OF OCCUPANCY. . DISCHARGES OF MATERIAL OTHER THAN STORM WATER NON-STORM WATER 10 FEET IN HEIGHT TEMPORARY OR PERMANENT SHALL BE STABILIZED IF G ( ) 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE ( ) ( ) 13. BMPS SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR ARE PROHIBITED EXCEPT E AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT THEY WILL NOT L WORKED WITHIN 7 DAYS. DURING THE STORM SEASON, INITIATED DURING THE WET SEASON ON ANY SITES WHICH ARE NOT PREVENT THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL UNDER THE STATEWIDE GENERAL PERMIT - CONSTRUCTION ACTIVITY ADEQUATELY PROTECTED WITH DESILTING BASINS OR OTHER TEMPORARY ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED AREAS ON CONSTRUCTION SITES. ALL REMOVABLE PROTECTIVE EROSION 4.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED T0: SOLID OR DRAINAGE OR CONTROL MEASURES. STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH LIQUID CHEMICAL SPILLS; FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. WASTES FROM PAINTS, STAINS, SEALANTS , SOLVENTS , DETERGENTS , GLUES 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP'S 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP WORKING DAY WHEN THE FOUR (4) DAY RAIN PROBABILITY FORECAST LIME, PESTICIDES HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES, AND TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. EXCEEDS FIFTY PERCENT (40%). ASBESTOS FIBERS PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON 14. AFTER A RAINSTORM ALL PROJECT GENERATED SILT AND DEBRIS SHALL LUBRICANTS, AND HYDRAULIC RADIATOR OR BATTERY FLUIDS • CONCRETE 15. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER BE REMOVED FROM CHECK BERMS, ONSITE PUBLIC DRAINS AND PIPES, AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES ; WASTES REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE IS IMPOUNDED . DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING OR 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS THE BASINS PUMPED DRY. ANY GRADED SLOPE BMP'S DAMAGED DURING A WASTES FROM STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER WIND. INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED; APPROVED BY THE CITY ENGINEER. RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. 10.PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED 16. FOR PROJECT REQUIREING COVERAGE UND THE CONSTRUCTION GENERAL DEVELOPMENT SHALL BE 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM PERMIT, SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND SHOWN ON THE APPROVED PLAN. PROHIBITED. WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE INSTALLATION OF THE RAIN EVENT ACTION PLAN (REAP) AS REQUIRED BASED 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION AND FEDERAL REQUIREMENTS . ON SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. 5.RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT NPDES PERMIT, GENERAL PERMIT- CONSTRUCTION ACTIVITIES ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS WHERE TRACKING IS OBSERVED . VACUUM SWEEPERS SHALL BE USED OR THE LOCAL STORM DRAIN SYSTEM 17. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION WHEN STREET SWEEPING BECOMES INEFFECTIVE. 6.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE DISPOSED OF TRASH OR RECYCLE BINS. TRANSPORT FROM THE SITE TO STREETS , DRAINAGE FACILITIES, OR ADJOINING 18. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION PROPERTIES BY WIND OR RUNOFF. SYSTEM (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM 7.MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED . FUEL TANK, WATER DISCHARGES . PORTABLE TOILETS, LIQUIDS, GELS AND POWDERS SHALL HAVE SECONDARY NPDES WDID# 8 33C393916 DATE WDID ISSUED: MAY 19, 2021 CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE I PUBLIC STORM 19. THE UNDERSIGNED CIVIL ENGINEER, A QUALIFIED QSP AND/OR QSD WILL GRAVEL BAG(1 WIDE z 2 HIGH) WATER CONVEYANCE SYSTEMS, SIDEWALKS RIGHTS-OF-WAYS AND REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN BURY BAG 1/2 BAG HEIGHT FLOW-LINES. ACCORDANCE WITH THE APPROVED PLANS. B.ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH .�///J FLOW GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES . 07/13/21 STAGGER BAGS SCOTT M. WILSONR.C.E. N . 49884 EXP. 09/30/22 =ATE GRAVEL BAGS (1 WIDE X 2 HIGH) U NTS. INLET EDGE OF PAVEMENT FLOW FLOW SPILWAY, 1-BAG HIGH GRAVEL BAGS SECTION A-A 2-BAGS HIGH CASQA SE-10(TYPE 3) U TYP. PROTECTION FOR INLET ON SUMP CASQA SE-10 DRAIN INLET PROTECTION -TYPE 3 TYP. CATCH BASIN N.T.S. K INLET SEDIMENT TRAP N.T.S. i R20' 5� EROSION CONTROL NOTES QUANTITIES Ro SJ�pO 30 INSTALL GRAVELBAG INLET PROTECTION PER DETAIL"K"ON SHEET NO. 12. 2449 L.F. %��C 00 [CONSTRUCT INSTALL GRAVELBAG ROW PER DETAIL"H"ON SHEET NO. 12. 2449 L.F. P O oho �- INSTALL GRAVELBAG CHECK DAM PER DETAIL"B"ON SHEET NO. 12. 2 EA O O��q�000� FOLLOW STREET CLEANING AND SWEEPING GUIDELINES PER CASQA BMP SE-7 1 LS J U�OoO STEEL PANETLS �oO�o�o 1' MIN PER SASQA TC-1 0000��O '\ STABILIZED CONSTRUCTION ENTRANCE PER DETAIL"J"ON SHEET 15 EA I NO. 12 AND CASQA TC-1 3" TO 6" COARSE AGGREGATE FILTER FABRIC GRAVEL CONSTRUCTION ENTRANCE CASQA TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT � N.T.S. a M E G PC-2021-0010 N 0 MARK REVISIONS APPR. DATE THESE CONDITIONS HAVE BEEN REVIEWED IE FOR COMPLIANCE WITH THE Y AND LAWS AND HAVEAPPROPRIATE EEN FOUND PREPARED BY: W I L S O N M I KA M 1 PROFESS/0 SHEET 12 ACCEPTABLE 9 CORPORATE PART(SUITE 100 RV1NE CA 92605 e� CITY OF LAKE ELSINORE CORPORATION o M. w 3 `s<9-°%-0091 y ASHLAND SPRINGS 13 W z A o L 7-28-2021 07/13/21 "o 49884 SCALE. BENCH MARK: SHEETS (Y1-- e •)} l� * Ex,09/30/22 AT THE INTERSECTION OF THE WESTERLY EROSION CONTROL PLAN I� "1BIB, I"' DATE SCOTT M.WILSON DATE f P � LINE EC AVENUE 5 WrrHF4 THE NORTH DNE TRACT 33370 ROtON HABIB,RCE No.83158 s7l clwc �P OF SECTION 8,T13.RFE S.B.M. FILE N0. o CITY ENGINEER RCE NO.49884 EXP. 9-30-22 f OF CA��E� OF P��T OF FRAANNUN SET ST.FROM 2'EDGE i CITY OF LAKE ELSINORE DATE: 07/13/21 ON.1.0'TAGGED'LS 3698'PER RSB 10372.00 82 17.AND CALTRANS IMP 443525 21-196 33 \ --------- -------------- I � 3 ® ® \ \ I o p� 22 a 9R ® 33 "Jh ■ MAVA CROSSI ■ ® ® 33 AVACROSSING 34 a 31 31 I ® I I ® I I o --- - --- I ®® �e p� 33 `�'fA I CirJ I 1 o — 34 �" 'w o I oa 11 34 m® na 3334 HELENA GE 000 33 \1 ® 31 31 ■ 33 ■ HELENARIDGE 32 ■ � 34 31 34 o _1425 ® I I 1420 ® "� II I I I • I I ■ 415 —x x— x EROSION CONTROL NOTES 31 INSTALL GRAVELBAG ROW PER DETAIL"H"ON SHEET NO. 12. 32 INSTALL GRAVELBAG CHECK DAM PER DETAIL"B"ON SHEET NO. 12. 747p 33 FOLLOW STREET CLEANING AND SWEEPING GUIDELINES PER CASQA BMP SE-7 J` 34 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL"J'ON SHEET 1395 NO. 12 AND CASQA TC-1 N N EGPC-2021-0010 N 0 MARK REVISIONS APPR. DATE THESE CONDITIONS HAVE BEEN REVIEWED IE FOR COMPLIANCE WITH THE AND LAMS AND HAVEAPPROPRIATE EEN FOUND PREPARED BY: W I L S O N M I KA M I PROFESS/0 SHEET 13 ACCEPTABLE 9 CORPORATE PAR1= SURE 100 MVINE 92805 e� CITY OF LAKE ELSINORE CORPORATION o M. w 3 `�4g-°'�-°°g' y ASHLAND SPRINGS 13 W z A o L 7-28-2021 07/13/21 N° 49884 SCALE. BENCH MARK: SHEETS * Ex os/so/zz AT THE INTERSECTION OF THE WESTERLY EROSION CONTROL PLAN I� I DATE SCOTf M.WILSgN DATE f P LINE EC AVENUE 5 WITH F4 THE NORTH LINE TRACT 33370 R&ON HABIB,RCE No.83158 �l c1wL �P OF SECGON 8,T65,R4W,S.B.M. FILE No. o CITY ENGINEER RICE NO.49884 EXP. 9-30-22 f OF CA��E� NORTHWESTERLY OF 13.55'FEEr NKUN SFROFD E EDGE i CITY OF LAKE ELSINORE DATE: 07/13/21 ON.1.0'TAGGED'LS 3698'PER RS13 10372.00 82 17.AND CALTRANS MAP#443525 21-197