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HomeMy WebLinkAboutTR 31920-9 PGP 16-318-16-320 AS BUILT GRADNG NOTES LEGEN® _ ENGWER'S NOTICE 1. ALL WORK SAPPLICABLE T SHALL THE F THE LATESE IN ACCORDANCE WTH THE T EDITION OF OF LAKE THEUNIFORM BSINORE LUING COLOR(TO ANPAL CODE,CHAPTER Y OPER4777 33 F72 AND FF -FINISH FLOORSURFACE CITY OF LAKE ELSINORE RESPONSIBILITY LITY5AF OROFAL�E COND177ONS DURING THE COURSE OF RSONS D PROPERTY. THIS REQUIREMENT SHALL E`B• CON7R4CT0R AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT;CITY OF LAKE ELSINORE,PRIOR TO ANY OPERATIONS FS -FINISH SURFACE �1 3 THE DEVELOPER AND/OR THE CONTRACTOR SHALL N077FY ALL UTILITY COMPANIES AND UNDERGROUND SERVICE ALERT FL -FLOW LINE (USA)AT(1-800-422-4133)FORTY-EIGHT(48)HOURS PRIOR TO GRADING. - GF -GARAGE FLOOR APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF P -PAD ELEVATION HARMLCONTRESS F SHALL DEFEND,INDEMNIFY,AND HOLD THE OWNER AND ENGINEER BEGINNING GRADING OPERATIONS PL -PROPERTY LINE HARMLESS FROM ANY AND ALL LABILITY,PROJECT OR ALLEGED,IN CONNECTION WITH ! 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. HP -HIGH POINT THE PERFORMANCE GL WORK ON THIS PROJECT EXCEPTING FOR L/ABILIIY ARISING F770M THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 6. CUT SLOPES SHALL BE NO STEEPER 7H4N 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE MH -MANHOLE �qyy SHOWN ON THE PLAN. RW -RIGHT-OF-WAY 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC LMCESHORE 7. RLL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS 07HERWlSE APPROVED,SHALL BE SHOWN TC -TOP OF CURB RECORDS,ARE INDICATED NTH THEIR APPROXIMATE LOCATION AND EXTENT THE Daly ON PLAN,AND SHALL NOT HAVE LESS 7HAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. -DIRECTION OF FLOW OWNER,BY ACCEPTING THESE PUNS OR PROCEEDING WITH THE IMPROVEMENTS = HEMLOCK STREET RILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE FI LAYER AS T.M. ♦ -ENHANCED ELEVATION HEREON,AGREES U ASSUME LMTHE AND HOLD THE ENGINEER HARMLESS FOR 8. FI g 1 ()3 ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR D-1557-70 TEST METHOD. - N -AIR CONDITIONING PAD STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS OR THOSE si 9. FELL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIRED,AND INSPECTED BY THE GRADING INSPECTOR CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS: THE 'o AND APPROVED SOILS 7ES77NO AGENCY PRIOR 70 THE PLACING OF FILL. 61 -LOT NUMBER - CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO RLL SHALL BE PLACED UN77L PREPAR477ON OF GROUND/S APPROVED BY LOT A' -H.O.A.MAINTAINED THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER POUND AT THE SITE. IT PRO,ECT PF9 THE SOILS ENGINEER. LANDSCAPED OPEN SPACE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL NEE 11, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 9"PER FOOT FOR A MINIMUM OF TENTATIVE TRACT 31920,7 BOUNDARY UTILITIES OR STRUCTURES CONCERNED BEFORE STAR77NG WORK. -/ THREE(3)FEE(, THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE. J. OLIVE STREET THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR VILLAGE PAR ' 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%!F CUT OR FILE SLOPE IS LESS THAN TEN FEET(10), 8`W---EXISTING 8°WATER LINE L64BLE FOR, UN4U7H0RZED CHANGES TO OR USES OF THESE PUNS ALL AND 2%IF CUT OR FILL IS GRE47ER THAN TEN FEET(109. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND = -7A"S7!-=-EXISTING STORM DRAIN LINE CHANGES TO THESE PUNS MUST BE IN WRITING AND MUST BE APPROVED BY THE CONSTRUCTED A MINIMUM OF TWO FEET(29 FROM THE TOP OF CUT OR FILL SLOPES 0-8'SS--EXISTING X SEWER LINE PREPARER OF THESE PLANS _ 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. D--} -EXISTING FIRE HYDRAINT DIGNITY MAP LEMON staEEr 14.E PROVIDE A BROW DITCH,DESIGNED TO HAND ONE HUNDRED(100)YEAR STORM ROWS ALONG THE TOP OF CUT SLOPES -EXISTING STREET LIGHT 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO 15. NO OBSTRUCTION OF ROODPLAINS OR NATURAL WATERCOURSES SHALL BE PERMITTED BIDDING FOR CONSTRUCTION. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, 70 SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT PROPOSED DRIVEWAY DEPRESSION EROSION CONTROL N07ES+ WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. ------------ - TM 1.17. GRADING CER77FIC47ION BY THE DEVELOPERS CML ENGINEER AND A RNAL COMPACTION REPORT BY A SOILS ENGINEER PROPOSED STREET PARKING SPACE E ALL EROSION CONTROL PLANS SHALL , IN ACCORDANCE WITH CITY OF LAKE SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS - -_-- -......-_-_- SOLS ENG111i CERTMICATE E'LSINORf ORD/NANCf NOS 529, 772,802, 1237, f004, CONSTRUCTION SITE BEST 18. THE SOILS ENGINEERING INVESTIGATION PREPARED BY CONVERSE CONSULTANTS DATED NOV. 18,2015 AND SOILWORKS a -_=�^°-®^�-EXISTING PERIMETER WALL -- -__- __ _.-.__.---------"- ----- 71C D STANDARDS OUTLINED WRHIN THE LAKE ELSINORf --- DATED OCT.24,10I3 ARE A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE PER LANDSCAPE PLANS DESIGN MANUAL DATED I _ _ ----- ____--_-_ --__ -__ _--- THESE GRADING PLANS HAVE BEEN RENEWED 7O THE UNDERSIGNED AND FOUND 7O 2 THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFlCAT70N OF BUILDING PAD ELEVATION. - -EXISTING PILASTER I � `---�_ _ _ ----'� � BE IN CONFORMANCE W/(H THE R£COMMENDAIIONS AND SPfClF7CATlONS OUTLINED IN SUBCONTRICTORS WHERE SPECIFIC ELEVA77ONS ARE REQUIRED, THE ELEVATION(WITH RESPECT 70 MEAN SEA LEVEL)SHALL BE GAIN IF AN PER LANDSCAPE PLANS I I +'' -- --- -----GCS-f -----_- THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED FOR THIS J. IN CASE OF EMERGENCY,CALL MIKE✓AGELS AT (949)939-9564 (24-FLOUR ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND -PROPOSED V BLOCK WALL I I --_-_- - -----r=_-- - -_---- -- - _ - OI DEVELOPMENT PER LANDSCAPE PLANS I I I - I I III PHONE NUMBER). SHALL BE GIVEN. I ( '- -' -- II I, 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED,MOVED, OR MODIFIED 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY - - r- _r--PROPOSED TRAP FENCE W/ I I I ° I Ili WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS OR,IN AN EMERGENCY,BY CONS7RUCT70N/GRADING GATE PER LANDSCAPE PLANS ++ I I I f9 ZO 2F 27 III III III THE PERSON RESPONSIBLE FOR GRADING OPERAHONS 21. STABILITY CALCULATIONS WITH A SAFETY FAC70R OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE -PROPOSED VINYL OR WOOD li I ( I; 18 I� N 23 24 P5 26 'I I II' I, G 54 �5 Z9 ' 5. ARIAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION Of- BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET(309 IN VERTICAL HEIGHT. GATE PER LANDSCAPE PLANS `j I I I j I; LI 2g I II I NNE) (RCf N0.) f THE SITF THAT IS NECESSARY FOR CONSTRUC7ON THE CONSTRUCTION SITE SHALL BE f I I; -- I i 11 I I MANAGED TO MINIMIZE THE EXPOSURE 77ME OF DISTURBED SOIL AREAS THROUGH PHASING 22. A RIVAL COMPACTION REPORT WILL BE REQUIRED FOR ALL RLLS GREATER THAN ONE FOOT(19. I 2 J _ _ _ I OFESS/p 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED L.� I I' 7 - " - - `- -� I�I " I y�i��pEUV F-L STABIUZA ON.AND PO OF GRADING AND THE USE OF TMPoRARY AND P£RMAN£A7 SOIL INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARA77ON SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO f I _ _-_ - { PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. lit �" I ___-_ _-� ! �1 29 { ,.I'�, II' 11 EARTHWORK QUANTITES `�3'aq� qm 6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3.1 RARO AND/OR TEN(10)FEET 1 C 84175 m"z' IN HEIGHT(TEMPORARY OR PERMANENT)SHALL BE STABILIZED lF THEY WILL NOT BE 24. THE SOILS ENGINEER SHOULD INSPECT THE CONS7RUC770N IN THE FOLLOWING STAGES 1 i I I; 17 ! I I I' 1 11 450 CY CUT 450 CY RLL A• WORKED WITHIN SEVEN(7)DAYS. DURING THE STORM SEASON,ALL SLOPES SHALL BE A. UPON COMPLE7ION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFAL OF ALLUVIAL, COLLUMML,AND TERRACED �' I 6 ' I I' • STABILIZED TWFNIY--FOUR 24 FLOURS PRIOR TO A PREDICTED STORM EVENT. I I; 51 50 Ix I I ( ) AREAS AND ANY SUBSTRUCTURES. (ri .I 49 48 47 46 I�� o,l•11 CIVIC p B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE COMPACTION,BENCHING AND FILLING OPERATIONS ')1 I l 'I& I II 30 '� 1 1; 4?q �?` CONSTRUCTION SITES SHALL BE RE-VEGETATED AS EARLY AS FUSIBLE AFTER SOIL C DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. = 1 l 16 ,I II ��" I tl I,I ' 1� OfCAL\F Z FILL SLONCEPES AND WITHIN SEVEN ER ETEDAY OF T DR41RON. D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION �-� + , /I 52 5 _---_ ____ __ ---- -___ �,��I 111 1 1;NOTE.•FINISHED BOOR TD BE ABOVE UPSIRFAM MANHOLE OR PROW 7. FILL SLOPES AT THE TRACT EACH WORKING MUST DRAIN AWAY FROM THE 70P OF THE 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PUNTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED -'1� �1 1 1 SHALL NOT VALVE RGR CPC 710. E BACKWATER S ABOVE SUCH ELEVATON SLOPE AT THE CONCLUSION BE WORKING DAY. 1, I �1 31 � j 1 ,1 1'�SHALL NOT DISCHARGE THROUGH THE 81CKWATER VALVE 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HIAIE SIGNS POSTED ON THE SITE TO GROUNDCOVER,AT TWELVE INCHES(12)ON CENTER. SLOPES OVER RFTEEN FEET(15)IN VERTICAL HEIGHT,IN AOD/TION TO /, ,y 15 / ` 53 I'. 56 45 1� 11 1 '1 \�1\ WARN AG4W5T PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. GROUNDCOVER,SHALL BE PLANTED WITH APPROVED(REFS,SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE PUNTED 7/ L�N' 1'1, �� 57 'S� ''�"y ,1 11\' 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE AT TEN FEET(109 ON CENTER, TREES AT TWENTY FEET(20)ON CENTER-COMBINATIONS FIFTEEN FEET(15)ON CENTER. �' T l H --_ I\ �\ 1 1 32 #� `1 1�•, C/N ENGINEER. SLOPES OVER THREE FEET(3)IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH LACKROW PRElENTION �� / / `:, 58 44 1 11 \1 ,1 1\ )0.PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT I I \ SHALL BE SHOWN ON THE APPROVED PLAN DEVICES PER U.B.C. - I 1; 14 _ 1 C \ \�I\ \�\ If.DESIL77NG FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PR07FCT ADJOINING / /; - �, , 33 { \ ` DESIGNED FOR ATWENTY--FIVE(25)YEAR,SIX(6)HOUR STORM INTENSITY THEY THUS! PROPER77ES DURING THE GRADING PROJECT. Jj{f,/ \ I\ 43 \\ ` ( \ i\ \\\ BE DETAILED ON THE PLANS DESIGN AND SPEC/RC RECOMMENDr177ONS SHALL BE 27. APPROVED EROSION PREVEN77VE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE + y/ 13 12 11 f 0 5 8 Q 1\ ,\ 1`; \ '\\ \�\ - SUBMITTED FOR THE FOLLOWING IN PLACE AT THE END OF EACH DAYS WORK {' // �\ 59 '`, ` i\ 1� \,\ �\ ` A)DESIL77NG 84SIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS • / l p _ __ \ 42 B)THE EXTENT OF ALL GRADED AREAS AND/DENTTRNRON OF ANY TEMPORARY SOIL 29. THE LOCATION AND,PR07EC77ON OF ALL U7/U77ES/S THE RESPONSIBILITY OF THE PERMITTEE. (� - __ \� `+ \ \ \ �- - STA61UZ477ON MEASURES. 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOBSITE AT ALL TIMES { / l 11 { 7 1 ` II \ \ 35 \\\ \, ""\ C)SIZE OF DESIL77NO BASIN OUTLET PIPE AND OVERFLOW. 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SIZE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. __� �/ {1 j ' `�\ \•\\ \`\\ �\ D)DIKE REQUIREMENTS SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS PERCENT 32 ALL SLOPES SHALL BE PUNTED AND IRRIG477ON FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE / / 3 i I .. 1 41 I \\ \\ \ COMPACTION,ETC. FEET(JJ VERTICAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETION OF.ROUGH GRADING AND SHALL.BE IN ACCORDANCE \ \\ f)OUTLET CONDITIONS FROM THE DESIL77NG BASIN SHALL NOT EXCEED DOWNSTREAM WITH CITY OF LAKE EISINORE GRADING ORDINANCE N0.882 PRIOR TO THE APPROVAL OF RIVAL INSPECTION. H / _-- __I j �, 1 \ 36 \ \•\ \\\\ LIMITATIONS, WITH THE EXCEPTION OF OVERFLOW, WHICH IS TO BE DESIGNED TO PROVIDE 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES Wl7H THE SITE AND BE SOLELY / ----- -- - \�\\ CAPACITY OF 7.5 TIMES THE MAXIMUM DESIGN ROW. RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACIU77ES RESULTING DIRECTLY OR INDIRECTLY FROM THEIR OPERATIONS, WHEIHER / / I / _-- \ 5 ,� l.1 12 NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOC477ONS l l 7 �� � ( 40 � l OR NOT SUCH FACILITIES ARE SHOWN ON THESE PUNS ------- TO FACILITATE RAPID CONSTRUCTON OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED / / \ I _ 1 37 -,. \\ EROSION CONTROL MEASURES WHEN A SOX OR GREATER CHANCE OF RAIN WITHIN A 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM Of ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE / \,i" H � � \ \ 5 � \\ FORTY-EIGHT(48) HOUR PfRl00 IS FORECAST FOR LAKE ELSlNORE BY THE NATIONAL APPROVAL. 4 \` 39 38 \ \� OCEANIC AND ATMOSPHERIC AGENCY(NOAA). Z. APPROXIMATE 047E OF. BEGINNING OPERATION.51112016 VARIES r /,\� \ 13.BMPS SHALL BE MAINTAINED AND INSPECTED DAILY. ALL REMOVAL PROTECTIVE COMPLETION.21112018 EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES(3)WILL BE . 3 - \ 1 \� \ DAY WHEN THE FIVE(5)BAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY(50)PERCENT. PLACED IN RLLS WITHIN ROADBED AREAS OR THREE FEET(3)OF FINISH GRADES, UNLESS THE LOCATION,MATERIALS AND CURB FACE \ ��%/ y\ \\ �., 14.AFTER A RAINSTORM,ALL PROTECT-GENERATED SILT AND DEBRIS SHALL B£REMOVED DISPOSAL METHODS RE SPECIFICALLY APPROVED BY THE SOILS ENGINEER H OF WA '\ \\ \\ FROM CHECK BERMS, ONSITE PUBLIC DRAINS AND PIPES,DRAINS AND PIPES OF 37. THE ENGINEER MUST SE(GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. p \\ i /ii \ \\ ADJACENT PROPERTIES AND DESILTIH/G BiSINS AND THE BASINS PUMPED DRY. ANY ING PLANS \ / �i \ `, GRADED SLOPE BMPS DAMAGED DURNG A RAINSTORM SHALL ALSO BE IMMEDIATELY 38.39. INNS SITE HAS OBTAINED ABE APPROVED UN77L ALL NA7TONAL POLLUTIO PRRETAIJNING WALLS ARE EVfMION EZJMINA77ON SYSTEM APPROVED PERMIT TO REGULATE MUNICIPAL BY THE BUILDING DEPARTMENT. REPAI15. R FAILURE PROVIDE EFFECTIV��,MA URTHNANACECE MAY RESULT IN EROSION S PROHIBITED AND INDUSIRAC STORMWATER DISCHARGES I R VARIES SEX MAP \' 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED NTH A COMBINATION OF ROCK NPOES WIT/833075137 DATE PERMIT ISSUED: 112112016 I u GF_ s MINA - �/ INDICATES SHEET NO. AND SHAKER PINES YEAR-ROUND TO PREVENT TRACK OUT. ROU77NE S7REET SWEEPING 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN J �5 SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNERS EXPENSE. VARIESLL �PD� 1 IN PER PLPLANFLOOR f'a �� 1 SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEfFECTNE: ' J CONSTRUCTION NOTES Q0W7RW/M• NOTES 5'MIN GF. FOO NG ` HP ` T LAN 5'MIN PER SEPARATE PLANS FRinoRNISHED ROfA ON I HP fi ii 3'uH TY z 3'uN Ql INSTALL 4'ASS AS7M-D 2751 SDR-35 DRAIN PIPE 815 IF Hp n c i I / z 15 I ll Q2 INSTALL 6'SQUARE GRATE NOS/OS OR APPROVED EQUAL 32 LA PORTABLE ADA RESTROOM WITH SCREEN FENCE FF=RISSHED FLOOR I tS /�7�y% 7/ D m $ e © INSTALL 4'ATRIUM GRATE AIDS 178S OR APPROVED EQUAL 1 LA CONCRETE PAVING,KNISH PER LANDSCAPE PLANS P=PAO _' _ __ � � Y2X /' �NttLa � � FF STABILIZED DECOMPOSED GRANITE PAVING PER LANDSCAPE PLANS , 4 7 - ® CONSTRUCT 3"AC OVER COMPACTED NATIVE SOIL 2398 SF NP ' VINYL FENCE,PER LANDSCAPE PLANS vHRlls I •A I� •A• FF=FlNISHEO FLOOR PER PIER 5 P=PAD / Q INSTALL 2'X4'REDWOOD HEADER 153 LF SIDEYARD CwATE PER LANDSCAPE PUNS 5'MIN MI L 7�/ ' 7. CONSTRUCT ACCESSIBLE PARKING STALL PER DETAIL SHEET 2 1 EA TO BE CONCRETE PAVERS KNISH PER LANDSCAPE PLANS °+ I 'B"-�' - /„d `� DOLE TAPER SEPARATE BURRING�r 7 I VARIES Q INSTALL 6°WHEEL STOP PER"STEPS PLUS INC,' 4 EA WATER METER PER SEWER&WATER PLANS �I PER PUMR j LL SPEClRCA7/ONS PER DETAILS SHEET 2 OR APPROVED EQUAL SEWER LATERAL PER SEWER&WATER PLANS NP tR MN>10'FROM HOUSE HP i 5'MIN - SECTION "A-A" w �� PER DETAIL SHT.3 u MH<10'FROM HWSE STREET UGM PER STREET LIGHT PLANS � IN I vRREs PER PUN ISiADO LESS a �O ® INSTALL 48'WIDE DETECTABLE WARNING SURFACING PER 32 SF ' "'�5 oa ARMOR-TILE'PART No.AD4-S-3648-W OR APPROVED EQUAL FIRE BOWL,PfR LANDSCAPE PLANS I 12 MIro10'FROM HOUSE BUILGONCR R BLOCK NITS SEE DETAIL SHT.3 MULCH VARIES 2 2R N<10'FROM NWSE i BUILDING PERMIT f0'MIN PROPOSED BARK ��� M 0 50 100 200 400 Q9 INSTALL AM ENTRY DIRECTIONAL SIGN 1 EA L PROPOSED PORTABLE SOCCER G(AL HP FG FG FG FG I I NO ARM ALL COMPONENTS ASSOCIATED WITH OFFICE CONSTRUCT EXTRA DEPTH FOOTING PER DETAIL SHIT2 34 LF CONCRETE SIDEWALK,PER LANDSCAPE PLANS ONO �- d e PROVIDE THROUGH FENCE DRAINAGE 5 £A CONCRETE DRIVEWAY,PER LANDSCAPE PLANS 'B' 2 C2R ------------- (3 -------------- '•'� FOR MODELS IS UNDER SEPARATE PERMIT' 1® INSTALL POP-UP DRAINAGE EMITTER PER NOS PART 421 8 EA FREESTANDING METAL AND FABRIC OVERHA£D TYPICAL LOT DRANA DETAL '� `ORONAL NEAR WALL 20%W. �I!, PER DETAIL SHT.2 STRUCTURE,PER LANDSCAPE PLANS IN LIEU OF BERM © CONSTRUCT TYPE D-1 6"CURB PER COUNTY OF 36 LF ® FREESTANDING METAL OVERHAED STRUCTURE, Nis SECTION "B-B" •k 1 PER LANDSCAPE PLANS NOTE:SEE LANDSCAPE ARCHITECT PLAN FOR WAIT(GEOMETRY a LOCATION/SIZE OF STEPS BERM{REAR YARD GRADING W D I D#8-3 3 C 3 7 51 3 7 nab` RIVERSIDE STD.203 "Ts �1/O+C7 V/ 5/2/H 6 7T '( \\p B41011433M QEd_01311ST SOL8 841011Il ovIl REVISIONS: Ss/O� tl� PREPAR NDER SUPERVISION OF: SCALE: D9z0"°" "^ CITY OF LAKE ELSINORE QQOFE . YORBE R„y�p �� 0 a 7 EDWARD J.LENTH DATE 'S CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ��Avg <Fy A RCE NO.52496 EXP. 12-31-16 DATE: L sceMlrz va«wo-zs � GRADING �N SHEET 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 ' _ m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE PAz.ao-xsxi REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 o No.052496 P L A N N E fl R E N O I N E E fl 8 SURVEYORS R V E Y O R 8 M OF 3 w rn APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND TRACT NO. 3192" NO AS BUILT CHANGES EL 5/30/19 5*Exp. 12-31-16 THE STATE LAWS,AND PERMIT MAY BE ISSUED. BENCHMARK: fA�//��?t�A/�� PH; (909)796-0544 PH;,(909)796-0544 PH: (951) 710-1900 MARK DESCRIPTION BY APPR. DATE CIVIL P ftNERSIDE BENCHMARK N0.BM E-3-70.E EV.1279.829. BRASS DISC IN CONCREE POS 72'NOR H OF"Y LOTS 20-22 FILE NO. FAX: (951) 688-8681 9l /6 INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE C04TERUNE OF MISSION TRAIL DESIGNED BY: DRAWN BY: (M'CAL\F BASIS OF BEARING: //•JCL QA•C `6.�bk% BR AGRELL R 43920 DA CENTERLINE OF CEREAL STREET,BEING N5752'4Tw,BETWEEN MONUMENTS 3 AND 4,BONG THE CENTERLINE MODEL S F E J CHECKED BY: PROJECT MANAGER: I CITY ENGINEER LINTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. 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PER SEC. 11296.5 AND DETAIL AT RIGHT / j �� \\�°�•� 0�0 t 1h N 1tiWHEELSTOP07 ,•-3'SOLID WHITE 7 ; ( J _`Oz Dy6$ SOUTHERNESS 1�X 2.D% 20X 12 RP. g PA M£NT 0 - - -_-- - }- - - - - - - - - - - - - - --�-- - - - - - - 0 -}-- - - - - I SYMBOL -�--- N SEC. 11298..5 � n CONSTRUCTION NOTES 15"W. 4 soup eLu£ CONSTRUCTION NOTES(>YPl PER SEPARATE PLAINS (2 INSTALL 4'ABS ASTM-D 2751 SDR-35 DRAIN PIPE 75,� 02 INSTALL 6"SQUARE GRAZE NOS l 05 OR APPROVED EQUAL I' z PORTABLE ADA RESTROOM WITH SCREEN FENCE ® CONCRETE DRIVEWAY,PER LANDSCAPE PLANS_ © INSTALL 4'BRASS GRATE INLET i CONCRETE PAVING,FINISH PER LANDSCAPE PLANS ® FREESTANDING METAL AND FABRIC OVERHAED ,0_ IDS A' DRAIN 4' DRAIN STRUCTURE,PER LANDSCAPE PANS (a) CONSTRUCT 3"AC OVER COMPACTED NATIVE SOIL o - POP-UP EMITTER STABILIZED DECOMPOSED GRANITE PAVING PER LANDSCAPE PLANS , t 0%MIN. PIPE WNYL FENCE,PER LANDSCAPE PLANS ® FREESTANDING METAL OVERHAED STRUCTURE, Q INSTALL 2'X4'REDWOOD HEADER _ �---� PER LANDSCAPE PLAINS SIDEYARD GATE PER LANDSCAPE PLANS 3.0 MIN. 6 CONSTRUCT ACCESSIBLE PARKING STALL PER DETAIL THIS SHEET ' - O 9'MIN. 8- MIN. ( S 0.005 MIN. CONCRETE PAVERS,FlNISH PER LANDSCAPE PANS © INSTALL C WHEEL STOP PER"STEPS PLUS INC,' SPECIFICARONS PER DETAILS SHEET 2, OR APPROVED EQUAL 1/4" LEACH WATER METER PER SEWER&WATER PLANS ® INSTALL 48"WIDE DETECTABLE WARNING SURFACING PER'ARMOR-TILE PART No.ALAS-S-J648-W, OR APPROVED EQUAL,SEE DETAIL SHT.3 HOLE OF 90' z SEWER LATERAL PER SEWER&WATER PLANS NOTE.- ALL HANDICAPPED STRIPING SHALL MEET ELBOW O9 INSTALL ADA ENTRY DIREC77ONAL SIGN STREET LIGHT PER STREET LIGHT PLANS 1 CON57RUCT EXTRA DEPTH F0077NG PER DETAIL THIS SHEET 3/4"WASHED , FlRf BOWL,PER LANDSCAPE PLANS SCALE 1"=f 0' MILE 14 RfOUlRL71ENlS �HANDVAP GN AAV EW DETAL GRAVEL SQUARE I Q PROVIDE THROUGH FENCE EM177EE ST PROPOSED BARK MULCH 1© INSTALL POP-UP DRAINAGE EMITTER PER NOS 421 PER DETAILS HEREON 12 POP-UP DRAINAGE EMITTER PER NDS 421 L PROPOSED PORTABLE SOCCER GOAL n, -ALL COMPONENTS ASSOCIATED WITH OFFICE FOR MODELS IS UNDER SEPARATE PERMIT' N.rs CONCRETE SIDEWALK,PER LANDSCAPE PLANS `A/()17 b� 5/2//6 1Q CONSTRUCT TYPE D-1 6'CURB PER COUNTY OF RIVERSIDE STD.2, B40 QEOLO(316T. SOLE 84011102111 OWNM REVISIONS: QgoFESS/Q PREP UNDER SUPERVISION OF: ,CALE: . VIUO . �. CRY OF LAKE ELSINORE MORSE gMy yp CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ��o 0 d 7 < EDWARD J.LENTH DATE SCHULTZ SHEET 2 y y 2 RCE N0.52496 EXP. 12-31-16 DATE: 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 ` _ z THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH THE REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 w No.052496 PLANNERS ENGINEERS O I N E E R 8 SURVEYORS TR A T e� " OF 3 NO AS BUILT CHANGES EL 5/30/19 d Exp. 12-31-16 l APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND TRACT 1 NO. V h72V-.7 PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 * * THE STATE LAWS,AND PERMIT MAY BE ISSUED. BENCHMARK: LOTS 20-22 FILE NO. MARK DESCRIPTION BY APPR. DATE J'f CIVIL �Q' _ RIVERSIDE BENCHMARK 140.BM E-3-70.ELEV.1279.829. BRASS DISC IN CONCRETE POST 72'NORM OF"7' FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: 91F�CAL\ S SINTERS OF ON OF CORYDON STREETAND MISSION TRAIL 27'EASTOF HE CEMERUNE OF MISSION TRAIL F BRAD FAGRELL RCE 43920 DATE CENTERLINE OF CEREALSTREET,BEING N5Z52'48'W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERLINE MODEL SRE CHECKED BY: PROJECT MANAGER: CITY ENGINEER I INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. I:\62138\PG\PG MOD-02.dwg 4/29/16 AMES / STORM WATER POLLUTION NOTES 1. For projects that require coverage under the General Construction Permit, the " property owner is responsible for ensuring that a Qualified SWPPP Practitioner(QSP)and - - ----- LEGEND Qualified SWPPP Developer.(OSD)implement and maintain the SWPPP-approved, .. - pre-qualified BMP's from the California Storm water Quality Association(CAS44)handbook - ............•• FIBER ROLLS T)Pf SE-5 PER CASQA /website for construction to retain sediments and pollutants of concern Iron areas disturbed onsite to the maximum extent practicable during ANY phase of construction ------- - INLET PR07EC71ON TYPE SE-10 PER CASQ4 operations.For all other projects, the property owner is responsible for ensuring that 1 --------------------- BMP's for construction are implemented to retain sediments and pollutants of concern from areas disturbed ensile to the maximum extent practicable. The erosion control measures include those shown on this plan as well as any additional erosion control ' ,I measures dictated by field conditions to prevent erosion and/or the introduction of J (�❑ i CONSTRUCTION NOTES pollutants into existing public streets and/or onto adjacent properties during ANY phase of ` ® F-- construoion. ,ratio I O INSTAL FIBER ROLLS TYPE SE 5 PER CASQA PER DETAILS HEREON 2. For projects that require coverage under the General Construction Permit, the Storm �,o�i � � � I y - A L - i Water Pollution Prevention Plan(SWPPP)shall be kept on-site and made available upon TYPICALINSTALL STORM GRAIN INLET PR07EC7lON TYPE 5E-10 PER CASQA PER DETAILS HEREON ---- q © request of a representative of the Regional Water Quality Control Board(RIVOCB)-Santo �' F- - B ; ` 0O na A Region and/or the City of Loke Elsinore. J. Construction sites shall be maintained in such a condition that on anticipated storm does not carry wastes or pollutants off the site.Discharges of material other than storm water(non-storm water)are prohibited except as authorized by an individual NPOES \� w j O I ' i I s"-5"(75-125m) permit under the statewide General Permit-Construction Activity. B"_ -DIA 4. Potential pollutants include but are not limited to:solid or liquid chemical spills �j (2o0-z5a�,m) wastes from points,stains,sealants,so/vents,detergents,glues,lime,pesticides, ° L I_ herbicides,fertilizers, wood preservatives, and asbestos fibers,point flakes or stucco `\� �'J i i fragments fuels,oils lubricants,and hydraulic,radiator or battery fluids,concrete and related cutting or curing residues;flootable wastes;wastes from engin%quipment steam cleaning or chemical degreasing,'wastes from street cleaning,'and super-chlorinatedSTAKE G II (200-250mm) potable water from line flushing and testing.During construction,disposal of such ' ' �� �°. I' SPACE O.C. materials should occur in a specified and controlled temporary area on-site physicalty V separated from potential storm water runoff, with ultimate disposal in accordance with local,state and federal requirements. a - I NOTE 5 Runoff from equipment and vehicle washing shall be contained at construction site I I 1.STRAW ROLL INSTALLATION REQUIRES 7HE and must not be discharged to receiving waters or the local storm drain tem. 4 a 11 PLACEMENT AND SECURE STAKING OF THE ROLL IN rag g Sys R t4W ryp/(A`L I A TRENCH, r-5"(75-125mm)DEEP,DUG ON 6. Appropriate BMPa for construction-related materials, wastes,spills or residues shall Red B CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN. be implemented to eliminate or reduce transport from the site to streets drainage ,_-- - 'L_L _ I. UNDER OR AROUND ROLL. facilities,or adjoining properties by wind or runoff. �e 7Motena/storage and staging areas shall be established.Fuel tank,portable toilets, -- -T.t - rECR� ROLLS DETALS liquids,gels and powders shall have secondary containment and be stored away from all i -` —-- -------. --- - - --- ----- A private/public storm water conveyance systems,sidewalks,rights-of-ways and / / NOT 70 SCALE flow-lines. 8. All portable mixers shall have plastic liners underneath with gravel bags places on the down hill side of the liners to contain discharges 9. Controlled street washing will only be al/owed prior to the application of asphalt sea/ _ coats and only when a/I pertinent drainage inlets are protected. / 10. All construction contractors and subcontractor personnel are to be made aware of - _ — — g SaSS '- - ' the required BMPs and good housekeeping measures for the project site and any 1 --; ----' ------ p M - GRAVEL Bats associated construction staging areas ARE STACKED Trclrrzr 11. Discharging contaminated groundwater produced by dewotenng groundwater that has infiltrated into the construction site is prohibited. Discharging non-contaminated \ groundwater produced by dewatering activities may require a National Pollutant Discharge Elimination System(NPOES)permit from the Regional Water Quality Control Board. 12. Storm water runoff shall not be directed over any slopes without permanent down _ drains installed.Erosion and sediment controls including maintenance are required on a// exposed slopes until sufficient permanent landscaping has been established. 100$slope AREA DR41N protection must be in place prior to the issuance of the final certificate of occupancy. INLET 13. Vegetation clearing and brushing activities shall not be initiated during the wet season on any sites which are not adequately protected with desilting basins or other temporary drainage or control measures. 14. Stockpiles of soil shall be property secured with BMP's to eliminate or reduce sediment transport from the site to streets,drainage facilities or adjacent properties. 15. For project requiring coverage under the Construction General Permit,special attention shall be givento preparation and installation of the Rain Event Action Plan - SCALE 1"=20' .(REAP)as required based on site Risk Level or as mandated by the Santa Ana Regional Board NPOES Permit General Permit-Construction Activities. 16. At the end of each day of construction activity;all construction debris and waste materials shall be collected and properly disposed of in covered trash or covered recyrie n STORM DRAIN INLET PROTECTION DETALS bins. 17 This site has obtained a Notional Pollution Prevention Elimination System a N07 70 SCALE (NPOES)permit to regulate municipal and industrial storm water discharges. NPOES WDID/8-JJC375137 D47E WDID ISSUED: January list,2016 - - 18. The �ersignerl civil engineer,aqua/ifeed OSP and/or OSD will review placement of eras"n antra/and insure tha work is in accordance with the approved plans. 1-11 li \214:1 \4 (Signature)(RCE No. Fxp Dote 1.20° 9 39"TYP. 4'-0" I I DETAIL 1 1.zo° S-9.60" 1 " 0.25"DIA 20 DOMES 0 2.35"NOM.SPACING O/C CTSK.HOLES 0.25"DIA C TI HOLES I I ( I — (TYP 12 LocAnorls) I i O O O 0 0 O O OO QO OO O--QO-OO OO OO 0O_0O 0-OO QO OO OO OO 0 0 Oo FO OO 0° OO Oo Oo 0° OO I ys OO OO OO Oo 9 OO 0° QO�0° APPLY TACTILE BOND AND SEAL I I I I d O (PART NO.TBS-010) 0 O O PERIMETER SEALANT AT PERIMETER OF TILE I I 000 0l00000000pg00000000lo a AFTER INSTALLING FASTENERS,AD TOOL SMOOTH Q O O O TO BLEND TILE EDGE WITH ADJACENT SURFACE 0 0 0 0 0 0° 1 0° O o O O o 0 o b C� 0° 0° 0° 0° OO O° OO OO OO Q 0 0 0 0 0 0 O OO 0° 0° o Oo po U. 0° 0° C� 0° Oo 0° OO OO 0° 0° OO OO s0^POINTS 44 dd O 000000000 0 a OO TOO Oo ° O OO Oo 00 00 O O O O o 0 0 0l0 o.oa5•HIGH 00 00000000000 00 _ d a a O O O O O O O O O O O O O O O 1.0" 2.35° 2.35"NON.TYR. APPLY TACTILE BOND AND SEA ° ——— STRUCTURAL VOO 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O � L----------- --------� So" 0.45" 0.45" OAS" e 00000000000000000 0° 0° 0° OO 0° OO 0° Oo OO OO OO OO Oo OO 0° OO Oo OO N \ O? TIEOEACHWAY ON,. — -- — p BOSTILE EACH WAY ONO O O O O O O O O O O OO OO O n OO FOO OO 0° OO OO OO OO OO 0° 0° 0° OO OO OO OO OOP OO BOSSED AREAS f 0 00000000000 00 0 —1 0 OO I OO OO OO OO OO OO OO OO (P O O O O O O O O I O 0.25"x 1.5"LG COLOR 0 0 00000 000 0 / 0° I OO 0° OO OO OO OO 0° OO (� OO 0° Oo 0° OO 0° OO 0 0 0 0 0 0 0 (PART NMATCHE I OO EXPANSION ANCHOR o (PART 0.ADA-S-ANCH) O O O O O A 0° 10 0° 0° 0° Oo OO 0° 0° Q p p p O p p °I p A a d 00 0 0 0 000 Oo 10 Q Q Q Q Q Q Q (b (� O° O° 0° o I Q o BOSS AROUND PERIMETER SECTION A-A - O 000 0.s0" - -- o.so• DETAIL 2 AND AT CENTER OF TILE NOT o O O 000 p Lp p p p p-p p p (�j (� 00 0o—Oo 0° Oo Oo OOJ OO SOUND-ON-CANE AMPLIFYING SYSTEM TYPICAL THROUGHOUT DRILL 0.25"HOLE INSTALLATION DETAIL O Q O O O 0 0 � O O O O O O O O . 0.03"x 0.875°DIA.TYP. TO 3.5"DEEP 0.50" NOTE: 01.5"/1.75"O/C OFFSET AT TILE PERIMETER 0.09375' 0.09375' FIELD LEVEL NOT TO SCALE MICRO-TEXTURE ,x a 2.50"WIDE x 0.03'DEEP BOSS AT 0.0937s 0.0937" PLAN - TILE UNDERSIDE OF TILE FOR STRUCTURAL DETAIL 1 36 POINTS PER NOT TO SCALE THROU H CENTER IOF TRH AND NOT TO SCALE SQUARE INCH 8 ARMOR-TLE' PART No. ADA-S-3648-W DETALS NOT TO SCALE ALL COMPOAENTS ASSOCIATED WITH OFFICE FOR MODELS IS LWER SEPARATE PERA r SCALE: CITY OF LAKE ELSINORE QROFESS/QN 4I2q II - . MOBeE eW. ° CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES ��°Qgo d. tF9�F EDWARD J.LENTH DATE s SON ULT. va wo-u eez p�'N' .R p� A SHEET 3 ti y RCE NO.52496 EXP. 12-31-16 DATE: EROSION SEDIMENT rLM 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE ST. SUITE 250 � � i �' P""°°'�18 REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 No.052496 ,z, THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE'NTH THE OF 3 V' PLANNERS ENGINEERS SURVEYORS AND DETAILS W m APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND NO AS BUILT CHANGES EL 5/30/19 d*Exp. 12-31-16 THE STATE LAWS,AND PERMIT MAY BE ISSUED./ BENCHMARK: /'� ��/'� f /�/�(� PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 MARK DESCRIPTION BY APPR. DATE CIVIL \P RIVERSIDE BENCHMARK N0.BM E-3-70.E EV.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF"T' TRACT NO. VIa2" FILE NO. FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: qTF CALBASIS OF BEARNG: I6 INTERSECTION OF CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERUNE OF MISSION TRAIL F BR D FAGRE R 43920 DA CENTER NE OF(CEREAL STREET,BEING N5Z52'48"W,BETWEEN MONUMENTS 3 AND 4,BEING THE CENTERUNE MODEL SITE LOTS 20-22 ` P� CHECKED BY: PROJECT MANAGER: CITY ENGINEER INTERSECTIONS OF CEREAL STREET AND STONEMAN STREET AND CEREAL STREET AND CORYDON STREET. I:\62138\PG\ERO MOD-03.dwg 4/28/16