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Home My WebLink AboutTR 30698 REV 3 GRADING NOTES ESTIMATE OF GRADING STRUCTURE QUANTITIES i.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY NO- CITY LAKE ELSINORE DOWN DRAIN�DETRAIILi ONON SHEET 3 OF RIVERSIDE QUA316 ULFIT OF LAKE ELS TAND ORDINANCES CI ATI AND 882 AND ® 0 6'BENCH&TERRACE DRAIN PER DETAIL ON SHEET 3 2451 EA APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C.,APPENDIX 33. O3 INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 464 £A 2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING 4 DEPARTMENT, CITY OF LAKE ELS/NORE, PRIOR TO ANY OPERATION O 12'BENCH&TERRACE DRAIN PER DETAIL ON SHEET 3 40 LF O CONCRETE DRAIN TO PIPE TRANSITION PER DETAIL ON SHEET 3 2 EA J. THE DEVELOPER AND THE CONTRACTOR SHALL NOTIFY ALL O U H GRADING PLAN © DOWN DRAIN TO PIPE TRANSITION PER DETAIL ON SHEET 3 1 EA UTILITY COMPANIES AND ND U.S.A. ALERT(1-800-227-2600) 48 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN 7 '.. SPLASH WALL PER DETAIL ON SHEET 3 14 LF HOURS PRIOR TO GRADING. THE FOLLOWING STAGES: 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF ENGINEERING A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND OB CONCRETE V-DITCH PER DETAIL ON SHEET 3 780 LF DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING BEFORE BACKFILL OF ALLUVIAL, COLLUWAL,AND TERRACED AREAS �O� RIP-RAP PER DETAIL ON SHEET 3 600 SF GRADING OPERATIONS. AND ANY SUBSTRUCTURES. 10 UTILITY V-DITCH PER DETAIL ON SHEET 3 500 LF 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING 7� 1 6"NDS ATRIUM DRAIN/GRATE 2 EA METHODS APPROVED BY THE CITY ENGINEER, PRE-COMPACTION, BENCHING AND FILLING OPERATIONS. i© RELOCATE EXIST.POWER POLES AS NECESSARY 0 EA 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS -o INSTALL IS-CMP ASPHALT-COATED OR APPROVED EQUAL 220 LF 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE AND FILTER MATERIAL TRACT NO. 30698 - 4 INSTALL 12"PVC SCHED.40 OR APPO.EQUAL LF SHOWN ON THE PLAN. D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED 1© INSTALL 4'PERFORATED PVC SCHED.40 FOR WALL SUBORABI PER DETAIL ON SAT.2 2948 LF 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO DURING CONSTRUCTION. COUNTY OF RIVERSIDE CA ,b REMOVE INTERFERING PORTION OF EXIST.CONC.DITCH 3428 LF 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ! 1 JOIN CATCH BASIN DER DET IL ON 0 LF ON PLAN, AND SHALL NOT HAVE LESS THAN SORELATIVE 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED 18 SPILLWAY PER DETAIL ON SHEET 11 2 EA COMPACTION OUT TO FINISHED SURFACE. - WITH ROSEA ICE PLANT AT 12"ON CENTERS OR ANOTHER - 1 8. FILLS SHALL 8E COMPACTED THROUGHOUT TO 90%DENSITY APPROVED GROUND COVER. SLOPES OVER 15"IN VERTICAL SPILLWAY PER DETAIL ON SHEET I1 f EA AS DETERMINED BY THE MODIFIED THREE LAYER A.STM. HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED ® BASIN ACCESS ROAD PER DETAIL ON SHEET 11 191 Lf WITH APPROVED TREES, SHRUBS, OR COMBINATIONS THEREOF. D-1557-70 TEST METHOD. 2� DECORATIVE SECURITY FENCE AND GATE PER LANDS E PLANS 1597 LF SHRUBS SHALL BE PLANTED AT 10'ON CENTERS; TREES, 20'ON MEET - 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND CENTER, COMBINATIONS, 15''.ON CENTERS. SLOPES OVER 3'IN 1 A , STREET STRAW WARLE PER DETAIL ON SHEET f0 366B LF DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS L TYPICAL STREET SEC77ON PER DETAIL ON SHEET 10 3688 LF AND APPROVED SOLS TESTING AGENCY PRIOR TO THE PLACING WITH BACKFLOW PREVENTION DEVICES PER U.B.C.,APPENDIX 33. OF FILL. CNECKDAM PER DETAIL ON SHEET 10 2304 EA 26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE - �\II OD SILT FENCE PER DETAIL ON SHEET 10 1976- LF 10.ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES E STABILIZED CONTRUCTION ENTRANCE PER DETAIL ON SWEET-40-- 4500 SF BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY DURING THE GRADING PROJECT �� OF FIBER ROLL PER DETAIL ON SHEET 10 2616 LF THE SOILS ENGINEER. 27.APPROVED EROSION PREVENTATIVE DEVICES SHALL BE 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND WALLS AT NOT LESS THAN 1/2"PER FOOT FOR A MINIMUM OF SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. - 3', THEN IX(MINIMUM) TO FLOWLINE OF EARTH SWALE. 28•ALL WORK SHALL CONFORM TO THE CITY AND STATE VICINITY MAP CONSTRUCTION SAFETY ORDERS. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE i%IF CUT OR FILL SLOPE IS LESS THAN 10,,AND 2%IF 29, THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE CUT OR FILL IS GREATER THEN 10'. DRAINAGE SWALES SHALL BE RESPONSIBILITY OF THE PERMITTEE. A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2' 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE FROM THE TOP OF CUT OR FILL SLOPES. JOB SITE AT ALL TIMES. P E SITE 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE THE TOP OF ALL FILL SLOPES OVER 5'HIGH. FROM BEGINNING TO COMPLETION OF GRADING OPERATION. SHEET 7 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES r r STORM FLOWS ALONG THE TOP OF CUT SLOPES. SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET - r r a"MscATE VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH rr/r 15. NO OBSTRUCTIONS OF FLOOD PLAINS OR NATURAL WATER GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO. Q L' COURSES SHALL BE PERMITTED. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION �" r SOILS ENGINEER SHALL 11 L BE RETAINED BY THE DEVELOPER, 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT r 16.A OI R r l r y TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT SHALL FAMIL14RIZE HIMSELF WITH THE SITE AND BE SOLELY j rr rr �� J '6' a WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISION)AND - RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES \ EXPANSIVE CHARACTERISTICS OF THE SOIL. RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, I Z GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER WHETHER OR NOT SUCH FACADES ARE SHOWN ON THESE PLANS. AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE PRIOR TO ISSUANCE OF BUILDING PERMITS. BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL. SWEET r $@ I& THE SOILS ENGINEERING INVESTIGATION DATED APRIL 6, 2004 PREPARED BY NEBLETF&ASSOC., 1W..AND THE ENGINEERING 35. APPROXIMATE DATE OF BEGINNING OPERATION: JUNE 2004 GEOLOGIC INVESTIGATION DATED APRIL 6, 2004 PREPARED BY COMPLETION. DECEMBER 2004 rr rr PAGE 836, F-7,2002 THOMAS BROS. MAP r r NEBLETT&ASSOC., INC., SHALL BE CONSIDERED A PART OF THIS GRADMG PLAN, AND SHALL BE COMPLIED WITH, 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM r " DIMENSION GREATER THAN 3"WILL BE PLACED IN FILLS WITHIN INDEX OF SHEETS: 19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR ROADBED AREAS OR 3"OR FINISH GRADES, UNLESS 774E i rrr ri I rr SHEET 1.............TTT1-E SHEET SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE LOCATION, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY r r SHEET 2.............DETAIL SHEET SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION(WITH APPROVED BY THE SOILS ENGINEER. ( r SHEET 3.............DETAIL SHEET ' RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN - 1 SHEET 4.............GRADING PLAN 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE �,,,=g,�l SHEET 5.............GRADING PLAN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS - r r �.,• - DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. I r > SHEET 6.............GRADING PLAN REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND f '' � I - SHALL BE GIVEN. 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL - rg SHEET 7.............GRADING PLAN r SHEET 8.............GRADING PLAN 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. iA SHEET 9.............EROSION CONTROL[PLAN THE FIELD PRIOR TO COMMENCEMENT OF ANY 1 CONSTRUCTION/GRADING. - - - SHEET 10...........EROSION CONTROL PLAN � 1 I 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 _�_ _�B_=sA -_- - F. LEGEND OF ABBREVIATIONS SYMBOLS SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING NOTICE TO CONTRACTOR: __ __ _ _ __ _ _ _ _ TOP OF CURB AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY \ ` - F.L. 0 NE ELEv ---(100p0._ PROP.CONTOUR OVER 30'IN VERTICAL HEIGHT. _ FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS �+ PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS SWEET SHE T E T.G. - TOP OF GRATE PROPERTY LINE 22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ten; R/W RIGHT OF WAY TRACT BOUNDARY LINE FILLS GREATER THAN ONE FOOT. WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND > HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, G.B. GRADE BREAK --1--DAYLIGHT LINE 23. IF STEEP SLOPING TERR4IN OCCURS UPON WHICH FILL IS TO REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS INDEX MAP F.G. FINISH GRADE 2Z SHEET FLOW RATE BE PLACE, IT MUST BE CLEARED, KEYED, AND BENCHED INTO. PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE -GORY A. M IN R.C.E. N0. 50318 EXP. 6 30 15 �. FIRM NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE OF THE OWNER OR THE ENGINEER. MAYERS AND ASSOCIATES R.G. ROUGH GRADE GENDER SWALE - APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES TOPOGRAPHIC SURVEY SOURCE: CIVIL ENGINEERING, INC. 949-599-0870 F.S. FINISH SURFACE g'�� CENTERLINE PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS Flown May 2002 SCALE. 11f 200f ENGINEER OF RECORD FOR REVISION 3 INV. INVERT OF DRAIN _ .va - SWALE HIGH POINT REQUIRED TO BE KEYED AND BENCHED. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIESy EXCEP; P PAD ELEVATION "- FLOWUNE R.J. Long &Associates °FEss/ THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL 2832 Walnut, Suite E Ra °N F.F. FINISH FLOOR ELEV. /"'.A� "SUBDRAIN PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER Tustin, CA 92780 EARTHWORK QUANTITIES Quo p, A.MAR i F G.F.F. GA WAGE FINISH FLOOR _w ...._ AREA DRAIN LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR (714) 832-2077 y�, _ THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. - m m B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE f w END VERTICAL CURVE _��_ TOE OF SLOPE ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY (/ CUT FILL m em.a�.W1s , a E.V.C. AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. P.I. POINT OF INTERSECTION RETAINING WALL(PER SEPARATE PERMIT) MAP DATE IDENTIFIER 3,RA w VOLUME 535,650 CY 489,013 CY �, �P E.P. EDGE OF PA'ADUENT FIRE HYDRANT DATE OF LATEST CHANGE TO THIS MAP - CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL OWNER SOILS ENGINEER 4rFov cA�1F°p\ TIN TOP OF WALL ELEV. °-° STREET LIGHT REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 10 I SHRINKAGE (53,560 CY) 53,560 CY 06/20/05 BY:J.A.G. THE CLURMAN COMPANY INC. NEBLIET B ASSOCIATES,INC. REMOVALS 40,450 CY 40,450 CY IF TOP OF FOOTING ELEV. SOUND OR SCREEN WALL DATE OF THIS PLOT REAL ESTATE DEVELOPMENT 4911 Warner Avenue Suite 218 D.F. DEEPENED FOOTING DEEPENED F007WO F� BASIS OF BEARINGS _ 455 Linden Street Huntington Beach, CA 92649 10% SHRINKAGE (4,040 CY) 4,040 CY L. LENGTH o WAIT3t MEIER 02 06 06 THE BASIS OF BEARINGS FOR THIS SURVEY IS STATE PLANE 5'Laguna Beach, CA 92651 Tel:(714)1 840-8286 OVER-EX. 18,780 CY DWY DRIVEWAY CATCH BASIN&LOCAL DEPRESSION - COORDINATE SYSTEM, ZONE 6, NORTH AMERICAN DATUM 1983,AS Tel:(949)494-3707 Fax:(714)840-9796 10% SHRINKAGE (1,880 CY) 1,880 CY - N.T.S. NOT TO SCALE C 3$x DEPTH OF REO'D OVER EXCAVATION E p DETERMINED LOCALLY BY THE LINE BETWEEN NGS CORS STATIONS "BILL"AND PPBF; BOTH AS PUBLISHED ON NGS DATA SHEETS, P.U.E. PUBLIC ENVOY EASEMENT 1JT� O� BEING N20.23'41"w(2000.35 EPOCH). TOTAL 594,880 CY 588,943 CY R.C.T.D. RIVERSIDE COUNTY RANSPoRTA70N DEPT. r-'- BENCHMARK SEAL-ENGINEER PREPARED B 5 CITY OF IJ1KE ELSINORE sH ^'�^^^^^~~^^^^~ ^'�`^^^^^^'�'~^^^• H U N S A KE R & ASSOCIATES USC AND GS BENCHMARK DISK IN5,CONCRETE RROFEss/0,w ® I R V I N E ROUGH GRADING PLAN 1B 1 DIAL TWO WORKING MONUMENT STAMPED D 307 1935, /S 38 FT WEST � _ __ Ao o�ps sNr t �K BEFORE DAYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, 33FF oo °P F2 ANNING ENC'INE'R'NG - SURVEYING 11 -- - - o P DOUGLAS SNYDER R.C.E.24068 EXP. 12/31/OS DATE tz (9 ( ) TENTATIVE 1 RACT NO. 30698 YOU DIG SOUTH OF POWER POLE 19319 CWT. ADDED LATER coA;rv/,crEm�/o oertr;iiom unsin�s AN TOTS ri, in, ve r iza az�amo aruovtro _ i T'riree H„ rv-e, CA 92618 <9 i83-101A%� 949 :83-075 /p{\ YOU DIG G.M. JAN.5, Al pry LOT 119,EFFErrn. SHL 4,5 6 8.9&10,ADDED DETAIL SHT 1 ADDED CONSIRUC ]j N0. 24OfiB n L- NOTcs 1e REAseo car H CuamT snT 1.c1,AmcLO TOTAL stir mo. 0 1.ALL stirs. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TITLE SHEET 11 HEIGHT OF LIGHT ABOVE.STATION MARK 1 METER. -- --- E.P.127s1/o- s PREPARED FOR TOLL FREE 1-800-227-2600 - RAISE PORSON Or IRA T ADD ADJaaT IAIAT PAD ELEVATIONS HIGHER TO HELP ACML/E APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE:AS SHOWN OF__._ SHTS. a D.S. O6/05 LARTHWORK DAUNCe ALL SHEETS. sf r STATE LAWS AND A PERMIT CAN BE ISSUED. THE CLURMAN COMPANY INC. A PUBLIC SERVICE BY ELEV. 1425.76 NAVD 88 MARK BY DATE APPR. DATE 'rF FI 'I oR`'` - REAL ESTATE DEVELOPMENT W.O. FOR F.B. FILE 0.�� UNDERGROUND SERVICE ALERT REVISIONS oP°AL1F DATE:DECEMBER 2003 455 Linden Street,Laguna Beach,CA 92651 J64-6 THE CLUBMAN COMPANY INC. ENGINEER COUNTY KEN SEUMALO R.C.E. NO. 56915 (949)494-3707 REAL L""'E OEVELOPMENT F: 0053 Engineering TR-30698 Grd-RoughGrod ing Grd_S htO1 A.dwg Ir', i a1 }ash dJ` _` •�... .:. ,\ ._ ,..__ / ,� /. -:--.� �..--- t480. - -' = - pt5�v. i, y' �- - dE T., � - .a;t -_.__� AD, i� i • p''Y 3 � / �` Mtn:�� 1 ` i k� y / S ✓ °� o _ / NI ,,I ( -.<A b. , 4ao,f s 4 ....., \ rn,' i � I .� f ,, � � s 1 ', _ta a r._.-. ,•1,, r � �.. ._ � L� - N -' y /' ,r /��`// ( \ � s� °, ,......_. / �h � � 1 I'.1 I. 1. �!• r"`^.,, 1�/ � ,��, �..�\ •.,� ...i ..,�'.. ." m.Q in o ti 9 -•`.'9 \ � I 1 I / I ` s i .� �. .\..: i / ! ::, � .•.� , "��.J •�.'... I. .;•� i ,±f.! � :• - �..... `•, I ., <., ., ., u, I Ia 505 p1„ 3� i '�.�. I I 7- DIAL ,, 1' ` 7!, � ALE: 1 - 4®l�.X5 �P-1446.1 `, P-1475. a6.. , °�tr... .h°i rb x 52a.h, 7 / r \ {1 OD 10, a o 61 F A'f STR CTION - i 61 S vEXIST.SLO U MT. , \ . . .GRANTED BY ITEROCK \, - ,. 1 �p8g6 I \ F �� \� - r URM PER DOC.�1003 8 50uP 144&�1n/1 � ho°1.,a'noJV i 1" ' , �9 TC .. ,'d.r .. , ':,� � �� a � u sp1v 1 ' � ! �. �� p.. , r ,i 0 CO o _ ° c�, f � 1 :; `.N- ,v i Ayo9. a�so. ,t 5t2.4 l„' P'f493._.- .. :;c , PROPOSED.ACCESS RDfl...., k-..... CP 89.4 ,. a .,.... 1 `20' zl\`% I � r0 EXIST::.unutr E� _ t .. � ,. toes.. o _.. . . :-. NESETBACK L Ai . - - --_ co F` . � �' �a !°'�;°,.,,/ n0.�c 'tea. ,.4c,... 2�A, F. , , ,{�..�:. �. ary��. 7- i� '�C •xT\ , �t. 1I 1490.3 1/ ................_ �. '�.. ..._. -.. 1490.i'.l` -�- ,C ,. <_ yf � i _...__......_- .,.... •Qj ............... r 14903/ rl- �.... ._.. .� .. r .`0 '4,� _ 5.. .. P49 P-1d45.6 � / , i -I; � i _....._ y , � �. � _ `. � -1496.81} Fy.0� O.. I �_ _ ' w-�, r � `P,4 3 P�r49 P-i xs vr �/ a3S 1Sv P-1445.4 ! / a o 'sIla- EXIST. SLOPdGRANTED BY WHITE ROCK / 1k P hACISITIC'COL.P. TO DONAL S. « b0 - . _ �_,,.O / o- - " - '' ' a ,' 0; � y � :�' I / r-- _. � _ 19i�r ) I _:, _ WCLURMAN PER DOG ' _ _ .__fd9D__ _ _ 71 aea7 ...,, _._TYPE . Y4 of of y/OF-%•,,/3 �. /, ,> �. B.7j \XBaas$$''�fQN. 65 I "Cii V '< ` , 30 �g . ... , P 14&8.0 P-1487.4' " R-1486.$ P-J486.5 P=1481 `P 1485.E - �51 ,1484 7 -1484J P-148S.7 I P-1488.2. P-:1492.2 •'� \4 ,. 1Cr 9 . A9�' . � 4 Q-,.. 4F(V..l.q ..0 �; . . Ra. .,. _. �I .r � � � ROUGfh C DE SETS @ LIAE '� � S #A K L \ � p0 79 .1 -- -1� �. 1489:F. :C. 11 .r, aa6' x - �, __�h G = ' - T_ W'1.. r .14901.- ,L4 / 7'vi 5. h. y. h p `"a `H. ti "7 b • k �b ' 0 1- �y 11. ° h 'y... .� �... 1.. ..YC -Z�,� _._ :;: °� eta.. a� b0 p6 a� d0 u� 1' 1' 0ti 0'T..0ti 0ti __0� h. v .1 1 a o,'V'.. o,"'89 RE�A..., CAR , °. ....DRIVE.., .,�°.. .b a .:> a.. a � ..,e > ,> �.... tiJ qn oo'.".: '. ° ,.�r1V. ..,. t° v.o ~` a ° G °.. c,u0 o 'v � ° v °-5 ,z �,..a ti 1 1 s c d0o Y.c. v,� �u_ _A / _. .,.., -. , 49161T `i .-- - '�` --- _-� .'t` h . 0' '" - �e _ . . 5� . PI=lasts ,;.- __ _ � 6 P T 488._4_ _P 1487.8P-1487.3 P-148 P--1486.5 _ ___,._ f P 1486.0 P 14&5.5 P i 485 ( , _.>_p 1187.5 I I.Q 1491.5 I P 149 20"' 2 ' 1D N l68 _ $ 10 .1- I: f';., 12.p... (19 -------------- _ __ _ ______ __ _____ ___._ ._.__ _ __ _ _ __ - .� _ -< - - .:.', --- -- CONSTRUCTION NOTES _ ..__`_______ . =Atom'= _ _ c V ,... (WHITE RW-K ZEXIST. SLOPE CONSTR CTION ___.. MODIFICATION ESMT. -- EXISL SLOPE CONST CTION f3MT. P„ IMPR �� ( \ ;� i ESMT. GRANTEDBY W ITE ROCK d 11 DOWNDRAIN PER DETAIL ON SHEET3 . mw TolSlflO1C`� ACQUISITION CO., L.P. T DO S. ., L.P. TO DONAL S. a we "1"" �i NA1.D f New r (• , DONALD S. CLURMAN PER 6BENCN& TERRACE DRAIN PER DETAIL ON SHEET 3 25 OG. -8782 104 �i�? � �(}� �� °� k 't � v DOC.�2003-878250 CLURMAN PER DOG./2003 78 0 e < I RIP-RAP PER DETAIL ON SHEET 3 APDATE ID I� Av "v � �, iof �0 cos t�€ 919ATE OF LATES GRANGE TO HIS P., - �'� •4`11 I • t. - *"-- 'S4 ^" ''� t s [ I a12I STALL 4"PERFORATED PVC SCHED. 40 FOR WALL 1 04 06 � `'e� A ( 87P-14834 P-1483 1 P-1483.8 S660RAIN PER DETAIL ON SHEET 2 DATE OF THIS LOT '�. 0 , �; � P-1484,7 -REII XTERFERING PORTION OF EXIST. GONG. DITCH v a / 1 [ WAY PER DETAIL ON SHEET02 06 06 v ° • � v I� 1 I ®sPiu� � i'--485.8 -J _ ,1 ! I ,.'�.; 367hN rx BASINACCESSROAD PER DETAILONSHEfT11,( LANDSCAPE PECU ITYFENCE AND GATE PER- A '�� THIS SHEET SUPERSEDES SHEET 4 BENCHMARK SEAL•ENGINEER PREPARED BYCITY OF LAKE ELSINORE SHNo.HUNSAKER & ASSOCIATES ( G BENCHMARK DISK IN CONCRETE QpofEss, ROUGN CiRMING PLANr TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST �AOJo Ps syyo C� ® R V N E DAYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, 33FT ti o° FP PLANNING EN V_RING 5'2VEYING TENTATIVE TRACT N0. 30698 YOU DIG SOUTH OF POWER POLE 19319 CWT.(\ y i DOUGLAS SNYDER R.C.E. 24068 EXP..12/31/07 DATE Three Hughes Irvine, CA•9261P fg49)583-101OX: (949)583-075 Al. , s ADDED EXTENDED DETENTION BASIN TO LOT 11. CHANGED TOTAL SHT NO,TO 11 ALL SH r ° NO. 24068 RAISE PAD/STREET GRAOFS ,ors 1-6, 30-42,90-96, 119-120, 133-45H SHEETS 4&s Ep.12/31/07 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED FOR HEIGHT OF LIGHT ABOVE STATION MARK i METER. PLAIN SHEET 11 TOLL FREE 1-600-227-2600 10 U.S. De/05 AND ADD aA ae st'aEvsE Ea�TrwDF�K GUANnnEs sNEEr 1;Awusr MIST rzElnArwmc PAD Pa APPROPR4ITE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE:AS SHOWN OF SNTS. A PUBLIC SERVICE BY ELEV. 1425.76 NAND 88 GRADES UP 0.1'-0.2'SHEETS a,/ a. 9 a it. STATE LAWS, AND A PERMIT CAN BE ISSUED. THE CLURMAN COMPANY r W.O. FOR F.B. FILE NO. UNDERGROUND SERVICE ALERT MARK BY DATE APPR. DATE Fort CAO REAL ESTATE DEVELOPMENT REVISIONS COWN KEN SEUMALO R.C.E. NO. 56915 DATE:DECEMBER 2003 455 Linden Street,I 494.37007una CA 92651 7H4-8 THE CLURMAN COMPANY 7NC. REAL ESTAT,=DEVELOPMENT E 0053\Engl.n ee6ng TR_30696 Grd_R°ug hGrading Grd-S nt04A.dwg S E E S H E E T N 0 6 IONSTRUMON NOTES— 3-1 voo i DOWN DRAIN PER'DETAIL ON SHEET 3 5— PROPOSED,ACCESS 8 SPILLWAY PiiR'�DEr L�k�Hii�IT I'-,BENCH-& TERRAC DRAW'PER DE.A�_' R DETALL_M.SHF� _rs-;45,0 T ---------->-I- I,PASSIVE PARK A' I-! - , -1, x BENCH& TERRACE DRAIN PER 14 371"' BASIN ACCESS ROAD PER DETAIL ON SHEET 11 x 1433,4, I DECORATIVE SECURITY FENCE GA ATE PER CONCRETE:DRAIN TO PIPE INLET PER DETAIL ON SHEET 3 LANDSCAPE MATERIAL x 14 ........ SPLASH WALL PER DETAIL ON SPEET 3 RIP RAP PER OCTALL ON J_L _SHEEF_ _4� 7 L7��"`7 _J4 IT UTILITY"ITCH PER DETAIL ON SHEET 3 A'441,6l,,� I_0 T _2 EXIST. IT H.b.-S;AIRIUM DRAINIGRATE t L.f� F.v I6y,'NT;iLL I,-CUP ASPHALT-COATED OR APPROVED EQUAL ACQU&II T •LD S. CLUR MA PER Sae453 7 DOC.#2 -8 8249 INSTALL 4"PERFORATED PVC SC40. 40 FOR WALL SUBORAIN PER DETAA,ON SHEET 2 77,777-7-77-PASSIVE 1�Piii -(*-REMOVE INTERFERING PORTION OF EXIST. CONC. DITCH 28 (�t PVC CONNECTION TO CATC14 BASH-)< ........29 T� P-1448.3 '455 DOWN DRAIN TO PIPE INLET PER DETAIL ON SHEET 11 -144&9 1 P/1 4 INSTALL 12,PVC SCHEDL�LE�4ff OR APPROVED EQUAL TYPE 1 1.1 ifs _7 9 EXIST. SLOPE CONSTR CTIt ESMT. 111 D X''I'W"" .; ACQUISITION GRANTED BY WHITE R Al PASSIV#p,PARK Z-- xl� I TON, T-51 r P To 01,00 7 2 LAYERS FILTER, < VIOO-,Ij fps MATERIAL X 7'1V ------ Z LAYERS IILJt P4 MATERIAL x 14bD RCb,cp L 1490 0 41 -14 5 ................ < 1167.6 X.- - ----- 71ill 15\05- 2 m I . "7"v C"�,7_ D' 131 --TO-PASSIVE.PARK.. ROTE'TFI 2 N, ZZ;' ROUGH GRADEJ I z 1446, P 1 P-14513 4 2. D_ I p o 4 0- \,v p p- L" " \ i - a1 in 16 1 \ " \ , \ - __ s:; 8 _2X 55 37 �2 __2 I p 44�i F . 4 L�111 r11_ �EZ ROAD FXIST� fl PI VEMENtM 1%) 4465-- OPPSED RACT OLES --------- 1AM G FORT 4 uj g UTH ,x zt� Lu 3' L U/ x, f p CA............. 1_4_ (A�Xlsr SLOPE CONST*CTION ESMT. 4, - -------- st I (IRANTED BY WHITE RPCK 47y-' ACQUISITION CO., L.I. 1. CLURMAN PER 00C.J�0 878250 413911�1 61 Tr. 7 PJ 1 44CIS _Z_ x A X 14 - - , \\ \ , 11 uj Ip/1 �77 v\ I Z11111111" Zj\FUEL, MODIFICATION, P-1 43 GRANT—5, ISE y S fT ACOJI51TION CO.,�L TO DONAL 5 13 iOCK t 3-S7 DOC.1200D 824 cN zt 7 N dL W I P U--- D4 f P U'L. 144 .1 C3 T A �x % I i v SCALE: 1 4W b 02, Ob Z FIER� F LATEST CHANGE TO THIS MAP -LATE OF THIS�PLOTe. ij j c� 03/29/Q,6,__/ BY.J.A.G. 7 01- [A N -DATE IDENTI It/7 MAP. LQ1/04/06` r/ ins 70 , X� SEESHEET NO . 4 THIS SHEET SUPERSEDES SHEET 5 o BENCHMARK SEAL-EKWHEER PREPARED BY HUNSAKER & ASSOCIATES CITY OF LAU ELSINORE — rSHEET NO. A SECURITY q,OVE S I I R v I N E ROUGH GRADING PLAN MONUMENT STAMPED D 307 1935, IS 38 FT WEST A, DO`DI9'CIANGED`T'0TA2`SHT"N0.ON L'1`AL1'S'HTI` S 5B DIAL TWO WORKING USC AND GS BENCHMARK DISK IN CONCRETE REMOVED BASIN 0 �92 1 AN'IING ENGINEEiR NG • SLPVEvNG 0 Aq, DOUGLAS SNYDER R.C.E. 24068 EXP. 12131107 DATE I, "i - 81PH: '919)563-," 83- TENTATIVE TRACT NO. 306 DAYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, JJFT ELIMINATE TEMP.DETENTION BASINS LOTS 11 AND 118,SHOW PE�114 EW_WATER—QUALiTy�Z_IN _ CA 92 01OX: (949) 5 ,''BEFORE 198 YOU YOU DIG SOUTH OF POWER POLE 1,9319 CWT� 2 D.S. 03106 LOT 119 SHEETS 5,9 AND 10 'c' 0711 NO. 24068 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE - Al RAISE PAD/STREET GRADES 0 LOTS 1-6, 30-42,90-6, N-21), 133 158 SliEFTS 4&5 �p. APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE:AS SHOWN PREPARED FOR PULN SHEET OF11 SlfM TOLL FREE 'MEMO' 1-800-227-2600 HEIGHT OF LIGHT ABOVE STATION MARK I METER. Al O.S. 06105 AND ADD 4A&54;REWSE 6ARTHWORK QUAN17RES SHEEr 1;IDJUST MOST RLMAININC PAD A PUBLIC SERVICE BY ELEV. 1425.76 A64VD 88 MARK BY j DATE I GRADES UP 0.1'-0.2'SHEETS 6,7&8. jAPPR. DATE CIVILV STATE LAWS,AND A PERMIT CAN BE ISSUED. THE CLURMAN COMPANY INC. F.B. FILE AD. REAL ESTATE DEVELOPMENT UNDERGROUND SERVICE ALERT REVISIONS CAQ' ---- 455 Linden Street,Lagum Be-1h,CA 92651 kN COMPANY INC, ND ENGINEER COUNTY KEN SELMALO R.C.E. NO. 56915 DATE:DEC—R 2003 (949)494-3707 11CRM DEVELOPMENT F:\00537En g*me n n g\TR-30698\Ord-R"g h Crad!ng\Grd_ShtO5A.dwg P-14 4k8 _k_ F TURE-FTM- , N(l 321 29f - ------- U z 7 8 OT Y, 55`6 m ERS -23 A.I . #347-110 k\ x 1 PROPOSED GRADING ESMT 56 PROPOSED GRADIN( ES T-Pf? J '559 7 SEPARATE INSTRUMENT kT 8 SE PARATE INSTRUM T k, T 55 77 x tryk 2 1?0- .,0/a 3 iSA" L 15U7 f 5� 17 x 77-1 P 15 532. -77 t . .......... 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GRANTED SY ADEL & 48057 FOUZIEH ABUSAMRA UEL MODIFICATION L f7 ;f 1493-9 1,09 4 CLURMAN COMPANY, C.fER DOC.#447022 I jz l kk it[ DOWN DRAIN PER DETAIL ON SHEET 3 1487'3,A�4i f :4� k 9 Jo) k p-148p-�_ k 6'9ENCH& TERRACE DRAIN PER DETAIL,ON SHEET I -All ON SHEET 3 rt 7 .......... , f k INTERCEPTOR DRAIN PER DE7 CONCRETE DRAIN TO PIPE INLETPER DETAIL ON SHEET 3 POSED GRADING"64T."\ 1478.67 SPLASH WALL PER DETAIL ON SHEET 3 X SHEET,J,, CONCRETE v-DITCH PER DETAIL ON RIP-RAP PER DETAIL ON SHEET 3 149 N kk NDS ATRIUM DOAIMIGRA TE UA i I , .......... 7 J V V ASPHA 3 INSTALL 18�CMP ' LT-COATED OR AP�RI6114 IDENTIFIER �41 INSTALL 12"PVC SCHED. 40 OR APPD. EQUAL --1470 MAP DATE DATE OF LATEST CHANGE TO THIS MAP 146�� ki NS7ALL 4"PERFORATED PVCSCHFD. 40 FOR WALL SUGORAIN PER DETAIL ON SKEET 2 06/20/05 BY: 1460- �] —J� REMOVE INTERFERING PORTION'OF EXIST. CONC. PITCH 06111011- DATE OF THIS PLOT % SPILLWAY 18 LWAY PER DETAIL ON SHEET 11 "'A 2 01/18/06 4-s OPOSEp,ACCESS PASIN CESS-ROAD PER DETAIL,ON SHEET I I 750 AC 0SCAPE PLAN�5__ DECORATIVE SECURITY FENCE\�ND GATE PER I T=5 fo PASSIVE PARK YERS FILTER If 4�7 MATERIAL- k- BENCH#AM( SEAL-ENGINEER PREPARED BY MY OF UXE ELSINORE SkEET NO. USC AND GS BENCHMARK DISK IN CONCRETE HUNSAKER ASSOCIATES DIALTWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST qoy,p5 spy 1c ®,of ss, I R v I N E ROUGH GF"ING PLAN T DAYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, 3,3FT 6A BEFORE D DOUGLAS SNIDER R.C.E.24068 EXP. 12131105 DATE PLANNING ENGINEERING SURVI'lIG YOU YOU DIG SOUTH OF POWER POLE 19319 CWT 118.CHANGED TOTAL SHT NO.TO I I ALL SH� NO. 24068 T14ESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE Three Hughes e, CA 92618H: (949)583-1@11)k (949)583-075'� TENTATIVE TRACT NO. 30698 Al 1-800-227-2600 HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. ADDED EXTENDED DETENTION BASIN TO LOTS 117& E,�12/31/0 PREPARED FOR PLANT SHEET 11 TOLL A PUBLIC SERVICE BY ELEV 1425.76 NAVO 88 A�_ D S 06105 RAISE PORTION EAONGETRA�1112 AND ADJUST MOST PAD LIEVATIONS HIGHER TO HELP ACHIEVE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE:AS SHOWN �OF SHTS. —_EARTHWORK a4 ; SHEETS. STATE LAWS, AND A PERMIT CAN BE ISSUED. THE CLURMAN COMPANY INC. W.O. FOR F.D. _LLE MARK By DATE I APPR.I DATE '°IYIpQP C�Al%f REAL ESTATE DEVELOPMENT 784-8 THE CLURM4N COMPANY INC. UNDERGROUND SERVICE ALERT --I REVISIONS KEN SEUMAL0 R.C.E. NO. 56915 DATE 455 Linden Street,Laguna Beach,CA 92651 ENGINEER COUNTY DECEMBER 2003 (949)494-3707 REAL ESTATE DEVELOPMENT F:\0053\Engineering TR_3069 b\urd-HoughGrcdmg\GrcJ_Sht06A.d wg r' ..... -.L-1 ... , - �x ... ___. ._ _- I� �f ESMT. GVNTED.y. w ITE_-... L,.W..f i-P�7 9eS .... ON C ..I P-15548 f Uv � f" w9 ROCKACOUISITI L.P. 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I cn cn u, w N- ' tG I ty. .1 - - !3 DOC./2003-878250 , o �5p3 �gti r�y � _ ._- V- -- I I i ? 151 152 N � r i`o I --�- yF e1 e�ti / �4 g� 96 _ 154 '1G P 1540.5 I P-- 2`� ,. ( P-1544.E ,'f. � I �5 G,N .. o ii, ( �, c �/ o M I P-15 o.a �t� i - ��' 1 Qh8 CD 5 ti 4 h 125 771 1 _ � ti -- - - - 5ti�1J�h ..... •0.. A h6 l 3 � � �ypay ,l � aj n _, �. to I o Cp I I 1':. 1525- cp ,A ro..�ti ti � W.._.....,. m.. -- ------ --- _-- ..-. - - ts ��t " 124183 � � h ,� v, .y. . ..©.>� '� ti .: ... _ - y_.k, t EXIST. FUEL MODIFICATION / I �' 1 82 h p 7�b as aa� ,�° G ;c „rea a y c, o-S., o I ESMT. GRANTED BY WHITE ti a 1 0 VC_ �, �. _ - - P-9534.3 P 1541.3 - n�1 � P � �4"8 ROCK ACQUISITION CO., LP N, TO DONALD S. CLURMAN ; • -`�-_' _ a a ti,� a air ,-1 1 - RQ ,1 pER-BOC,/20O3�8T82I9_ I) _ _ ,p _ �I� JI - _ BACK. 1 1 0 Rao��sEt uNE I� 1� 11, -1520.'3.� � 123 0 1J 9 Z J i, 1 lt- t \ p-z ta. �! p - 1 P-15329-48 1 1496.8 1 P--1499,0 ll'rvl 4 1 _• 1 -- 1$4 ( 1$1 P_ 1 \ 1 �1 P-1532.0 � � \ - 25 ------ P 1538.2 1 - a _O I 122 ..__ t53G-_ -� v 11 P-1528.E - �f t <<.,�- 151 _ q11 ( EXIST. SLOPE CONSTRUCTION _____..-_L-.._..,...� W 1 _ .. t T.`�Qg �,'', ;.;��"'` 151 .,�\g � ,i ACOUISIGTIN RANTED B WHITE ROC I �' ) - 1 - 1 i50v � 7 I 2i1 �50 5 1 85 C ( 1$4 W fiI �> -V GG Nf "i DONALD S. gR�AN PER t r - - - 1495' �� E �' P-1529.7 r�� ncy� -15268 \ ga l ��9 �� fs �9 to 121 ! 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TT �i �' �1 P-1503.5 c v g �,� � 11 I - -- -- -� -. -i5Q1.1 "� I .. : I P / r MAP DATE IDENTIFIER ZE1111. SLOPE coNsrR cnoN �__-- � -A�� xo \ ESMT. GRANTED BY W ITE ROCK fr E.qO .mom +`OC, 2:€ \ - I I DATE OF LATEST CHANGE TO THIS MAP FOCriT: ro,1,E:S%06�20�05 BY:J.A.G. o DONaIv s. cLueMAk ER • 19 DOC.#2003-878250 �d s , ✓ P4Jf.8DATE OF THIS PLOT 14834 P-1483 I 11 �� A. lP-1498.8 t - 1�+ ) EXIST. FUEL WHITECAT N ESMT" . X'� f �Ir SCALE. 1" - 40' Q '�$ 06' ¢ GRANTED BY WHITE RO Ki?' .- 1 ii P-1483.8 112 113 ACQUISITON CO.,L.P. D DONALD S. P--1484 7 1 1 4 CLURMAN PER DOC.f20 3-878249 P-1485.7a. P-1486.5 115 116 �� ,- I a E R T P-1487.7 o BENCHMARK SEAL4MCANEER--_ PREPARED BY - ^'^'^^^^�^' H U N S A K E R & ASSOCIATES CITY OF LAKE ELSINORE HEfl'NO. USC AND GS BENCHMARK DISK IN CONCRETE ofEsslo DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST 4Oe�p5 sN I R V I N E ROUGH GRWING PLAN BEFORE DAYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, 33F7 ��o°JG �FPFYi DOUGLAS SNYDER R.C.E. 24068 EXP. 121,31105 DATE PLANNING ENGINEERING SURVEYING TENTATIVE TRACT N0. 30698 SA YDU DIG YOU DIG SOUTH OF POWER.POLE 19319 CWT. Three Hughes I,vi-, CA 92618H: (919)583-101DK: (949)583-075 .A4 ADDED EXTENDED DETENTION BASIN TO LOT 11.CHANGED TOTAL SHT.NO.TO 11 ALL SHT. N0. 24068 PLAN SHEET 11 HEIGHT OF LIGHT ABOVE STATION MARK i METER. - - 131y K NO 124068 a THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED FOR TOLL FREE 1-800-227-2600 RAISE PORTION OP TRACT AND AD✓UST MOST PAD EEATONS HIGHER TO HELP ACHIEVE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE:AS SHOWN THEF SHTS. OD 05 EARTHWORK BALANCE;ALL Si ETS sr STATE LAWS, AND A PERMIT CAN BE ISSUED. REAL ESTATE DEVELOPMENT A PUBLIC SERVICE BY ELEV. 1425.7E NAVD 88 ,r oIv1L a W.O. FOR F.B. FILEN . MARK BY DATE APPR. DATf fVP CAL1fp0 REAL ESTATE DEVELOPMENT UNDERGROUND SERVICE ALERT - REVISIONS CWNTY MPAW INC. KEN SEUMALO R.C.E. NO. 56915 DATE:DECEMBER 2003 455 Linden Street,Laguna 494-3707�h,CA 92651 Asa-B EILESSTATTENC DEVELOPMENT F: 0053 Engineering TR_30698\Grd_RougnGrading Grd_Sht08A.dwg EROSION CONTROL GENERAL NOTES S E E S H E E T N 0 . 10 .._ _ _ „ ;f �� A. IN CASE OF EMERGENCY, CALL DON CLURMAN qT (949) 310-4573 "' 1 p„„ _,f ., ~ �� y"s-� \� / II--',�I-T I\-�"aIL t;ll,,1�1I,I�,� �' 4 \ �� 11 ...... 4 �,Z t� (� I r - - —— .- _:fir__ f j ,"�-/�;I(_,z,Ill��_� �_ �r �� _ B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT 't, -� "'�'•� i - r <` - �,., ,-„"- - A ..;� I y - OF EROSION CONTROL AND INSURE THAT WORK IS IN - - = " _ "_--. I - -- XY >°' ACCORDANCE WITH THE APPROVED PLANS. Y7 I _`, _-, "�s„ i:y a, ,,,;r;" .;x -\_�§ ""`;`---- _ ,"�__ II IIi: n-s<aa I - - , ' / SZ 12130106 - - DOUGLAS SNYDER RCE 24068 EXP DATE \ I I ; ,. .'� ? ; fl aI 'r. '`ram. i tr;.: , 4 � - :f %: .�,.> f E C.A STANDBY CREW FOR EMERGENCY WORK SHALL BE - II AVAILABLE AT ALL'77MES DURING THE RAINY SEASON, OCTOBER 15 {......-- �- .' -' :°� r.,,_; I ,T:, I ;�, ;:,�,+- %�,�;: t.%,�,r` ._..�„% ,.,��:�._� , THROUGH APRIL 15. NECESSARY MATERIALS SHALL BE AVAILABLE -- _"":* "- + • - ' '-� `'" '..."..._.�/ -` '``_ - ""_F`7. ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO fa ia. _,. '� ,t,- :: ,t_,.;. ,L ,�, ,- D - ;.. '" ,,.J�,. '' �, `-r, FACILITATE RAPID CONS777UCTION OF TEMPORARY DEVISES OR TO „ _ . ,. . REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN ., , : ..„,;.,,. 'e ,;.t -L - x,r •= .,,;. ,v"`` ,_ ^'.+. _. .< =,1 t "�i - IS IMMINENT. - ,- _ ;<z $ .n:�- _r:�.,.. � ..,.. :, u ^r , ...�^'"" -F ,, i T ) �; ,wN" _ z ��--i� D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR � y I a l+A . , ' ,i - r Ft' ,+:.'�C,," { `""'. �`": '�' ,;:% _.�,' / " D WITHOUT TH APP : = f MODIFlE E ROVAL OF THE CITY ENGINEER, r{}„ ;..,E,. »s., (y'.�" ' -4s - ',<.<' "„w ,°�`''- -- ,mow, .A 7c��, ,, „ ,.,C" .a. ',; �r ,;� / A r"�, €.ea , , x ki t , E.ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES � I ., „§ --.....-- __ _-....... k r +, r,..,.i.:T - .a<c •,,- " -,. • '=' , .S 6 , r F rk '.Z s SHOWN SHALL BE IN PLACE AT THE END OF.EACH WORKING,DAY ".I S , '=a T;, i r a.= "c„` v,,,. "=a., r`) .:*. ,�. .._ "``-� - \ `' WHEN THE FIVE DAY RAIN PROlR4BILITY FORECAST EXCEEDS 40 I z fi' `I - s ' "` s �`" ' ) �/ " ``' �" (: _ � ; , . PERCENT. ... , ,;,= r". _..;1,:... �.€ t�: Y ", Tv t r s, .. tl ,w \`'§.� , " �.ti. ,� $ .-..:== -= L: T.i. ja.,,,Nl ,y,;' ;V� "'.';,1. '.--_•I�_. _...,.r_� "r' €' � -A:',:. ,'.l.w t,'�,`,�`l": w d' .�.�\\�\`_ ( ''�"v.� �`ti,�fl.,``v ��" I �,. � - F.AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE ,'r .� , ", - ( -. ,, u, , : sv,;,A 1 a.;,;.: ems,` - -,i;.-` aAaL,..,�i 'LS$k'{tiva:.: pV_ {..;.�. :t .. g _�,-L---.,_..�., _ ...s-w,;.. ;,,yam;. > t' 'I" Yam,„:✓'._::1 tPxr..,# _N .p .. ._ .. -', T.__- _ •' 1 .. y., .. t ,,.,�: ,,t,.T ,I` , a^x-, „{. A,„ ., y::: :,r"' is 't P�..e� P-t5i1.a M REMOVED FROM CHECK BERMS AND DESICTING&iSINS. ANY r -j. Y54'i �s.,ICtEE "' L..__„' . „-ri i_ _S ,�,"." %°"'" `t , ., t x, GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED ;-:.., , 1':x. _ '`+ _�-<>�- -`.. .,:.;„ "" �. >: ��r ,;r1.- A '' I n ". _ _.._. DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. ''Is -'i " ( " _: 'I Al 1 �. '+ ' �''I >. .`..,`i T '` f - < --" "-r -" i l € v s -1,:, +; `, s�. 1, is r. ._T, A ''r'"' ' `*', ..` .d � 1I0 r. __ G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY "' ` - r ,�.. l., r-,»5as u FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH �# r i _,. ) WORKING DAY. I34 :... I' ,.,. ,te , �� ) sx :" V ". ;' a".>v= t, ,gKvY, _._y "S- , ^`8 3 `r.�. e T}f5a4.a ( - �.-_�. .. H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED __ _ „ ,_,.;.n.. ;I Nas + R ," ".,r vim,Y„s r v r.,-,„ ,, ,,,.... i., ,,, r,,,L\ �y-s 1 ;s - `s eT` ; ON THE SITE TO PREVENT PUBLIC TRESPASS INTO AR T `I - L ''` ``• `EA WHERE r' 1 - ,_�; ,p;r? ;e -�`::...--;* '4`.4i'" ' a _.r,,..9""` >.,. i r 4. ^A' #' _�+. �_� ,+I w y7 III II� IS IMPOUND D WH N L+ ! ' `' .v* ,` ."`., .WATER E ELVER THE DEPTH EXCEEDS TWO FEET `' , ° -,., '- '` i,,r t ;> ,.... r >t, ` T .}b x\ I%.- s,"�, ,i OR CREATES A HAZARDOUS CONDITION. - r � """'_ ,, F '' =v� ��_ )�.. r? ,., �, - v �` n I�' L , d LII " _ °+- __f ''.,ram- .a. { .`_" - 't. `;Q _ - rr --"T, _ - `v--'y,"{y— S''`I jy / << -_ 1i-`Vi��i�I I,V��R-I-,4kt5,I4;"" JP _ P rt3 t',' a i�l.s I '5,,._. �i "'I r:'�. y T. I ( r- �t �,_ 7 .`, :) , ,. �1 a' S I j. I i)'. ...ti,` ..: j Y } r s r ' , l`� Iris r"r l 1 » "1, 'y"�,'`.••, t -� mow, 7,s `¢- ,: "1�,a T' f 4 " �,•t<, ' �f�'', a�" m,; 2 'ENGINEERS NOTES AND LEGEND ( F „ t'.i .'I '= i ' ; y wwwww. INDICATES STRAW WATTLES ".. ' \ V , °*....°'' i „ ,4 r �*;- ;` ,t �"'�<` o. �� `\. 4 I P �,g .,..�..�---. -� s Y �y `„ C ,,=.,` r t, dr ., "t °`'�. t`j,�. ,-:*.';u. ? 1, `� :s tea, 125 ': INDICATES GRAVEL OR SAND FILLED BAGS - f -- _ _r-Haar,., = ,,.: ,A-" a-4-' °4 - - A;"t ,- _ .kegs _ , ., i _ _ m`�- , v ,� r" —''": '' a, �"\ -INDICATES SILT FENCE AS NOTED .'I v / .^ i •""'' 'T Ys` =„ `, I " { "n rc ' _ _ „1 s f N . t - , ooOOOO INDICATES FIBER ROLL AS NOTED .. � .\,,...• �.`,/ Aa , `" a:.Y ,:' r i ;l'..�..-`"".., , ,. :,� 'y ..�.� „:��Ar. __ , FLOW \ MDICATES DIRECTION OF F W ,'r`\ Y',`:..; t._�.`!a. m ,ri" w- .`6"r<. ( C I:>p, ""_.. e A.i r ' "t,� g11.. .u,`",Y : , , \., C INDICATES STABILIZED CONSTRUCTION ENTRANCE AS SHOWN HEREON. ) -"- r's "" '"'""` t ,`. :;'". ;:�.';-, I'}, r` ---_- w �: .� ;u; s " 124 ,I. / ,, .a "„ta A 4 9T ,a"C°r P-s•.;,xas i HP INDICATES HIGH POINT t'' =a,.'` : .:'r :,>/ Y - �„'" " "+ ,�, '", "'" - 1 P ,. �,. �4t I"IC a . - l.,. as I K , a ` r - af'"a LP INDICATES LOW POINT .. 3;;n TETI Y.1 1.11, ,,;? .,�,s ,.<_ T> ., C " �,.. v A f 'S5.": 't"`' "" :.t., tr:E (`'^ _ e. tTa. g s`"r 8E4TE ITfi 11 \ , 'u: t" <<: :�; _-4....:.............�. '; + 1 € s .1, n/ t23 4, �., ,:, a` \ y i �. , m yy ALL SLOPES TO BE PROTECTED FROM EROSION BY HYDRO-MULCH ':s %',- V _, ':r -." ., "., <I I � _.'�,�. �•q: _asps SEED MIX AS SPECIFIED BY DEVELOPER AND APPROVED BY THE T '� �-/ y _ ", ">'; "' -'-`� ,• - P -' - ''t �``"+ + `;` ' '', -` �` - COUNTY OF RIVERSIDE. f \ c-,caa.a v/f e`°'X"a' !' ,,; .- ,p , =,e. 'v i':; 45 ' '�t 'i j- ?x..s c1 .(``'lII ' r ,\ I``-T fI s"-'` r, .I " \,.y „s�' r.� �- as I 'z n.:; , s'+:a /+A �' ,s:-Ig „� }.k') .--1`- ' 1Y2I I' v A: - I X �' ..,, "0 I L 7 e-szr s s n \ .: a... s.e ; r ,.r;: 6'N f P. f .u, .' I•n fj` t n+ �1 I` + E -� ";��. d"_ �" T,; ?. �I , ,Ls, ay V s`i , r ,:, T,.� a - Is _ .?f' 6 'f r_T�. s -r (,`i -- . - t s I �, w. �� C I" F + T ,.. �k i t , ' y,� � �; f C'I T _ Yi V " , :,%,,^,,, 4 '" 'v (, t {, t/V lV /�. � � n I j } &,: #R fir- n .t,", e_,Ss^.> �`, .',p .:% 'Y 1, ~' 'J.`n t \`J cN'� v «3� ro8' E .;' �, . , I " �F l TE / fa: . Of ".ry I'l r ! m \ ` :s u,*, axe r.1€ P' /Lti� 1 \a / < L, :` v 4, A B ;' g B :Y ! it, , + _I' *.._ •.-... .-y_ A -_ --? '" ,.,y ',>v 5. .�-�.;,. .." _".� - t r n� — ate.. -_2 h'"` " -.: x -Y T' •i;t f, g EROSION CONTROL CONSTRUCTION NOTES — `.F \ y s.: .. �.,._-tI ,-. ,' wi q ."k,.,;t_.-:, v1}*` A m�.a*.,t ,"t: '"3•,y,_i:. 'E. ^f .. , , ,. .. 4 _ ,„ aJ`v. >,"°.ti/+ "'fir at �a. "_... ,.r.,,,.. ..�' ,v a'7,, RL,'I ',AF..��"r,- y n��y� �."-'�-�r "----s r ��j� �"' �.ri vu,a a I ..:,• "\, \,\ \"�•✓ : S : .. .v \.. , -- :F's. x." Y ,7, "E '� ..f/• E.P.LVYI - "µ,, ,eS�"M.f,,g.' 1'lv A / ' .. Via. : " : s , :�v'� ,,2'w ?k t".s p.. P\ 3 : ;.. ,J }e i ,... A STREET STRAW WATTLE PER DETAIL ON SHEET 10 x ,.• �,♦ ,� a ?U K O n, � e . N '/f _t, e -, ,. x,r, y, 4 y , y Z: " / :; � �E.a u B TYPICAL STREET SECTION PER DETAIL ON SHEET 10 r ,, a, v, _ H O +, r_ 1 . C CHECKDAM PER DETAIL ON SHEET 10 - .. �, ';. " `,. 4 '�s,s, `_. � ```�:f I" ��_, _ [1 -„ ..i ~,<`r '_° �' ,, ,,' , ". Iy `�..:. n l n 1 ,A i .,,n z�1 n + j C Ik y ' r di SILT FENCE PER DETAIL ON S j" =�';H. a.E„ }. ",F r "," - :.',,, ""'° , '' ''€ ,;i ana ,., ,s a,o,._ ,_I ,r a.i - Tr tf. �Z" t I �D HEET 10 ,, i `- �. =w `s B ,• I , s ,. `\ ep „ a �T '" _I ": + `� v r I MI "I t x'.' ,, i, T tv -�, STABILIZED CONTRUCTION ENTRANCE PER DETAIL ON SHEET 10 'i �' '1�I by, `e , '_, , ` ' ;"ia a` i *t °"a �I is r« / a�/ gg 1 TYPICAL FBER ROLL INSTALLATION PER DETAIL HEREON i—,•' "- __ �� t w". �.. 1t9 L ,1 l _, .....- .. ._ .. .. Wr / h= I I 11 DI 03G/2 9 --L —I I cw'�- LI `�I.�1 41,,I—K�\A-1 j1 I�ZX�\\�\1E1D1,1 1�L/ ao'�BsroA - a \ issaa I , e I - - — t ,, \ a4 ,Ds Ir �;sR d I /rx / MAP DATE IDENTIFIER M (Fi I'"` \ \\. ' \ ,®, Y rt� a �$7 n: ¢ r '`�r `'.' ( _x, wwa,.c_i -I -- a.S 7' T��TTSE, ,os 1\ , ii, / 1 /( 8«r I,y Ud fl N , \ \ � ., `I �\ \ I ,,.rea-.r-}'-�Rr.less-'-s. ta83.d \ I. p_fai' 14 11& �,f, DATE OF LATEST CHANGE TO THIS MAP ro \ X \ T,,...+`� ,��p,�`,,, �,\\ I'*- ( I I�fv- p_, T 9tt � i,,' 06/26/05 BY:J.A.G. m + � \ -- — — I p- aA 4Iiw ouraaes * ;N`''I 6t / a�\ --, —y —_ .— - . _ I —�- —� - —�1'-"� DATE OF THIS PLOT iT I p'-�aT�, 1 � \ ' I S 1 ,.,,s r 1 19 f � ,, " vv�, . _mom ti _ —I ' :,SCALE: 1 = 80 t,a „ v w.ti� �, `� x, — BENCHMARK SEAL-ENGINEER PREPARED BY y H U N S A K E R & ASSOCIATES CITY OF UU(E ELSINORE SHEET No. USC AND GS BENCHMARK DISK IN CONCRETE ,ffEssIO E EROSION CONTROL PLAN g DIAL TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST ADDED Ex ENOEO oETEvnON BASINS To LOTS 124, r2s, rzs A 727 ANO Lor n.REMavEo �;v000 PS SpI (� I R v I N E OF CENTERUNE CALIFORNIA HIGHWAY 74, 33FT M dru 5, 6 � o (-ti PLANNING ENGINEERING SURVEYING BEFORE DAYS BEFORE BASIN FROM LOT 119.CHANGED TOTAL SHT NO To 11 ALL SHT -23li o P I DOUGLAS SNYDER R.C.E. 24068 EXP. 12131105 DATE YOU DIG SOUTH OF POWER POLE 19319 CWT _" m Three Hughes Irvine, CA•92SIBH: (949)583-1810K (949)583-075 TENTATIVE TRACT NO. 30698 YOU DIG ELIMINATE TEMP-OLTENPON BASINS LOTS II AND 118,SHOW PERMANENT WATER ONAU Y E4SN r,s. Ua/o5 LOT 119 SHEET s,9 AND 10 w N0. 24068 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. - rc Up.12/s1/M a PREPARED FOR PLAN SHEET OF 11_ SHTS• TOLL FREE 1-800-227-2600 � RAISE vocno,I,r TRACT AND ADJUST MOST PAD ELEugnolvs HIGHER TO HELP ACHIEVE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE:AS SHOWN (1 1 Ds. 06/05 EARTHwo.4K BAUNCE ALL svetrs sr r STATE LAWS, AND A PERMIT CAN BE ISSUED. THE CLURMAN COMPANY INC. A PUBLIC SERVICE BY ELEA 1425.76 NAVD 88 9r OIv,� µ<' REAL ESTATE DEVELOPMENT W.O. FOR F.B. FILE -^ MARK BY DATE APPR. DATE F-CA", UNDERGROUND SERVICE ALERT REWSIONS -- DATE:DECEMBER 2003 455 Linden Street,Laguna Beach,CA 92651 Aaa-e ME CLURMAN COMPANY INC. ENGINEER KEN SEUMALO R.C.E. N0. 56915 (949)494-3707 REAL ESTATE OEVELOPMEM' F:\0053 Engineering TR_30698 Grd_RoughGrading Grd_ShtO9A.dwg 100'MAX (SEE NOTE 2) ENGINEER'S NOTES AND LEGEND i i i STRAW WATTLE wrwww. INDICATES STRAW WATTLES SPACING FOR VEHICLE ACCESS PER DETAIL B I _..... /J -- } .., `\..... ....... .. _... _ MIN 1 INDICATES GRAVEL OR SAND FILLED BAGS --- DIRECTION OF W-75% OF Y4926 p STREET FLOW ROADBED WIDTH v_laTa.s tA+ T r ¢� W X F.L. INDICATES SILT FENCE AS NOTED O1 _-L.-- ! T € 1 �; r 000000 INDICATES FIBER ROLL AS NOTED v¢ STRAW WATTLE 20' 30' S' t PER DETAIL B 8 MIN L / `' FLOW_ INDICATES DIRECTION OF FLOW 47'_50' 9' ... � I rr X 51'-60' 10.5' Y�� INDICATES STABILIZED CONSTRUCTION ENTRANCE AS SHOWN HEREON. - sr-7o' 12' rE POINT SCALE: 1" = 80' STREET STRAW WATTLE DETAIL - r HP INDICATES HIGH P IN NOT TO SCALE A t �„ _ LP INDICATES LOW POINT r NOTES' TYP las<.e ALL SLOPES TO BE PROTECTED FROM EROSION BY HYDRO-MULCH 1. STRAW WATRES TO BE SECURED WITH STARES AT EACH END AND FWR FOOT ON CENTER, 2. REQUIREMENTS FOR AND SPACING OF VELOCRY REWCERs FOR STREETS wnH CPAOES - — =I= — — — — — rf ®� - ' 1 T9 �'�0e SEED MIX AS SPECIFIED BY DEVELOPER AND APPROVED BY THE OF Ue THAT 4$swu BE As sHowN ON THE APPROVED EROSION c IuQ PUN. STRAW WATTLES E-cv:.0 - ">F'J-F2§RS " COUNTY OF RIVERSIDE y 3. THIS STANLMRD DETAIL SILALL BE USEO AS SHOWN ON THE APPROVED EROSION CONTROL PLAN TYPICAL STREET CROSS SECTION n 85 F SPACING OF ROWS OF STRAW WATTLES NOT TO SCALE o SLOPE OF STREET PAVED STREET UNPAVED STREET /� / to ." 10$OR MORE 25: 25' -`D 5.9$TO 4$ 100; 100' `� / R t :f '1 J.9$79Xof LEss loD roD' P• E s F 1 AS NOTE: t 3' a �>r. �. '�' i R"� �'�.�' '. INSTALL FIBER ROLL gxE�. i� z..? m ALONG A LEVEL CONTOUR. 3"MIN.OPENING BETWEEN } __ ' .._,* '• :T� BAGS ON%RO I p 1 «`°` i c EROSION CONTROL CONSTRUCTION NOTES 18"TYP € � STREET STRAW WATTLE PER DETAIL HEREON ^. ,. 0' ',© TYPICAL STREET SECTION PER DETAk HEREON / SAL .r �� VERTICAL SPACING �� SECTION "D" INSTALL A FIBER ROLL NEAR �E.,,,�,T A' ,`` a MEASURED ALONG THE € I ©CHECKDAM PER DETAIL HEREON "'""' 4". x� i ° �'�°a V t T3 =a FACE OF THE SLOPE i t SLOPE WHERE m TRANSITIONS SILT FENCE PER DETAIL HEREON = � a T w VARIES BETWEEN INTO A STEEPER SLOPE € B t'F 10'AND 20' ,L:y 111 CHECKDAM NAIL STABILIZED CONTRUCTtON ENTRANCE PER DETAIL HEREON �- 2 i N �' i SLOP FIBER ROLL NOT TO SCALE Et '•''{''^� r'1,,, 8"MIN TYPICAL FIBER ROLL INSTALLATION PER DETAIL HEREON5T � ��• NOTES 1. GRAVEL COGS ARE ENCOURAGED OVER THE USE OF SANDBAGS AND MAY BE REWIRED e-Asta(( t-' F-t - f y r ,k 4,` „ IN AREAS WHICH ARE PARTICULARLY SENSITIVE TO SEDIMENT DEPOSITION - ! • 2. HITS STANDARD DETAIL sHau BE usm as SHOWN ON THE APPROVED EROSION CONTROL PUN TYPICAL FIBER ROLL INSTALLATION F 3/4 X 314" *N,_„: `F" € ' 'M" NO SCALE WOOD STAKES .� r; T ,.� € ;4 4i MAX 4'SPACING I ''E"� r a^'-� s ENTRENCHMENT DETAIL A, P a„ _ i ,.-,-.' NOT TO SCALE NETTING STAKE FILTER FABRIC % a ,T WATER TOE IN - ' FLOWN d '41, .HEAVY DUTY REINFORCING 50'MIN. DOUBLE STICH �� DRAW CORD _ PERMIT AREA �.�... e ?' _a ,.,,�; ., yam, k`� �a• _,�. - - HEM _- m PUBLIC RIGHT-OF-WAY ,. T.�r; - _ t I 28 _ - 1"-3"COARSE AGGREGATE �'• PROVIDE APPROPRIATE TRANSITION €Ts ...zA.:es t'tA.+-, t .i.� FILTER FABRIC BETWEEN STABILIZED CONSTRUCTION f € %' »- '� -N- ' PROFILE ENTRANCE&PUBLIC RIGHT-OF-WAY � � � i " ;. f "1 Ip` � ��'j I / k / /� S5"`. p c>t tL k m s " 50'MIN. �e 1 _ POLYPROPYLENEr ,- d tit FILTER FABRIC ��. i _ K L. HARDWOOD STAKE PUBLIC - ..;''__ " ti-... Y*„� .?tt `# "� PERMIT AREA RIGHT-IF-WAY ,r/'. €� 1 ^="C-,.. a€€y: F q �.- , �,,,^"" "a.',* „�i F 4'- t r:. P .� I + ,}• t r a3 i. w A r na.. ., r✓ -.., .� \`�'• 2 R'-SkA63 d 1 T.,l�` �J N »�'�' ^`"• ,,..1 S� \ SILT FEMCE DETAIL TEMP.GRADED SUMP PLAN ...-...._......---• NO SCALE t r, d .P D ) l .. �� + :x¢' 't \ STABILIZED CONSTRUCTION ENTRANCE SPECFICATLONS 1. THE MATERW_FOR CONSTRUCTION OF THE PAD SHALL BE 1 TO 3 INCH COARSE AGGREGATE r':. BE LESS THAN 8 INCHES. ��.:...:.a $EE Y ,,�„e':, F eaa. �-- `&, ,,. w i', �. w, a t < ``... 2..THE THICKNESS OF THE PAD SHALL NOT „,;, :s, j � ' ",x {51 -r-T ^* - 3. THE WIDTH OF THE PAD SHALL NOT BE LESS THAN 30. .3..� F,N -,r.,: -' 1 - _ t y:,:.x. .V...*+��`iK[ .- - f —' �e,� — (.i _� ; '.7`" s�'y3. m'r ,..h4,A ,.°.".•iE'Fe.:. -°_ ;.,i ::.__ '.-;:.:x.:..-^''"" .., E. .i. '', „�. o; L?S f a ,` ,. /3`t. 4. THE LENGTH OF THE PAD SHALL BE AS REQUIRED,BUT NOT LESS THAN 50 FEET. y, ,f�, 4. THE PAD AND SUMP AREA SHALL BE UNDERLAIN WITH FILTER FABRIC. _..�. ' .. II MAP DATE IDENTIFIER -e i - 's :: DATE OF LATEST CHANGE TO TH",S MAP t A.M g 06 20 05 BY.J.A.G. qRa STABILIZED CONSTRUCTION ENTRANCE 1A :,; 6 �` .�$ , a€F,kS ' I -'„� r?, rs�. 1. s.t.. / :, 1, :..}T.A DATE OF THIS PLOT ®u �.�... E �, '� - p:4,c ,. r .< Ca ,. ""."t�9 "S � �....-°'"c _ a`KE ' �� r ',"i^„ I e �• �-;.. NO SCALE a Oa9� E DIG � T I��.•I T��}J��, S E SHEET - N O o 't1J 11 Sl BENCHMARK SHEET 140.\. r �� PREPARED� H U N SAKE R & ASSOCIATES CITY OF LAKE ELSINORE � DIAL USC AND GS BENCHMARK DISK IN CONCRETE °PESSI TWO WORKING MONUMENT STAMPED D 307 1935, IS 38 FT WEST ADDED EXTENDED DETEN ON 843W TO LOTS It &NIB AND LOTS OA Tz4 THRu 12]. R,°ems hs SN < R V N E EROSION CONTROL PLAN BEFORE DAYS BEFORE OF CENTERLINE CALIFORNIA HIGHWAY 74, 33Ff M. REMOVED BASIN FROM Lor r 19 cHANaeo TorAL s T No. o IT ALL sH ��o° DF Fi PI ANNING ENGINEERING SURVEYING_23-I� 0 4 c DOUGLAS BINDER R.C.E.24068 EXP. 12/37/05 DATE ne, CA TENTATIVE TRACT NO. 30698 , YOU DIG SOUTH OF POWER POLE 19319 CWT. ----- -- - m m c.. qnl, -�� (eqg) sss-totDx. !aqg) 83-075 YQ(J DIG - U S LOT 119 TEMP_ 5,9 AND BASINS LOTS i t AND 115,SHOW PERM4NENT WATER QUALITY BASIN 2 06/0.5 LOr Et9 SHEETS 5,9 CT Io w E p. 2 31/ m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE —� * HEIGHT OF LIGHT ABOVE STATION MARK 7 METER - E.P.tz/st/os z PREPARED FOR PLAN SHEET TO FREE 1-800-227-2600 RAISE PaPnoN or TRACT AND AD�usr Mosr PAD ELEunnoNs HIGHER TO HELP ACHIEVE ._,;-_. APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE:AS SHOWN OF SHfS. 10 rs ob'/os LARTHWORK BALANCE,ALL SHEETS. si r STATE LAWS,AND A PERMIT CAN BE ISSUED. THE CLUBMAN COMPANY INC. A PUBLIC SERVICE BY ELEV. 1425.76 NAVD 88 � 9T Orvlt, R� REAL ESTATE DEVELOPMENT W.O. FOR F.B. FILE W. �- MARK 13Y DATE APPR. DATE FOP cnu Fd 784-8 THE CLURMAN COMPANY INC. UNDERGROUND SERVICE ALERT SNEER REr�aNs COON, --- DATE:DECEMBER zoo3 455 Linden Street,Laguna Beach,CA 92LS57 REAL ESTATE DEVELOPMENT KEN SEUMALO R.C.E. N0. 56915 (949)494.3707 F:\0053\Engineering\TR-30698\Grd-RoughC jading Grd-Shtl OA.dwg CONSTRUCTION NOTES FOR PAVED DRAINAGE DEVICES: 9r 1. APPROVED MATERIAL FOR CONSTRUCTION OF DEVICE IS EITHER 3"CONC. W/No. 3 BARS ^ACOVER 3°SASE REDWOOD HEADER ® 12"O.C. OR APP"D EQUAL ALL SIDES TYR 2. INSPECTION OF GRADED SWALE IS REQUIRED PRIOR TO INSTALLATION OF PAVING. 3. GROUND SHALL BE PRE-WET TO THE SATISFACTION OF THE BUILDING OFFICIAL OR ENGINEER PRIOR TO PLACEMENT OF CONCRETE. ' .A CA CCESS ROAD 4. PAVED DEVICE SHALL BE CURED WITH A MOISTURE LOSS RETARDANT CURING COMPOUND. 20 N.T.S. 5. PUMPCRETE IS AN ACCEPTABLE SUBSTITUTE FOR GUN/TE 6. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSION STRENGTH AT 28 DAYS OF 2500 P.S.I. CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING CODE. 7. ANCHORS SHALL BE CONSTRUCTED/N ACCORDANCE WITH STANDARD PLAN 132.1 _ (SHEET 2) WHEN SLOPE EQUALS OR EXCEEDS 2:1. PERPDw W e' b FINISHED CE EXIST.SURFA CE ' PROPOSED OR OUST. DRANJAOE STRUCTURE CUTOFF WALL S CUTOFF FILTER BEODING STONE OR GEO-TECHNICAL FILTER FABRr7 TO BE APPROVED BY CRY ENGI NEER STONE GRADATION g SIZE %LARGER THAN 1/4TON 0-5 m 300Y 50-I°° RIP-l?AP DETAIL 15M 85-10 _- - k x N.T.S. a oW i _ 7 U RIP-RAP SHALL JOIN EXISTING GROUND '+ o ¢¢i LINEPER DETAIL HEREON PER PLAN F TOPOFBASIN SLOPE ELEV.PER PLAN PER PLAN 5'MIN. VARIES z 4'MIN. 4 2MIN 2MIN. w TOP OFBASI I SLOPEELEV.PER PLAN _ 6"THICK RIP-RAP FLOWLINE —�1 .Y STONESIZE2"To4 i ° B'THK:KRI FLOWLINE IttX RIP PER HE EX ROUND 4'MIN. TMIN oW. S�.0050 ° ': . a .! STONESIZE2'04" r: f JAL d .. '• r' .. : .. �� S 00060_ VAR s a a ��R/ES IN BOTTOM GRIOUNG 2MIN .: . -�9 PE FLAIR RIP RAP OUT TO I JOIN ISTG AL • +.,� �,�A�C�IT INREET . 4.e. a•. z f72!f� }� STREET -1i `k � iG2 M<NFTWP. 6"TYP e - ! e • • FILTERFABRIC ANCHORS SHALL BE CONSTRUCTED 2'MW-TYP. �ia ° M+ CUT-OFFW� 'n , AT90'SPACING MAXIMUM• • • u 2'M/N.TIP. —�1 ,I,. q 2LrMIN.e 2'MIN. _ • : • J - f q SEE RIP RAP DETAIL HEREON 4 w •.. a SECTION C-C .'e a p 2.1. •e z 2-t 4- SECTION B-B TOP OF BASIN a g am° D TDPOFSASM N.Ts AV. .. • VARIES N.TS "e �� °MIN.Al .' e i, • •e ° .q ' e p .q .� - TOP OFBASIN - PER PLAN TOP OF BASIN eO .>ti iM o ` - r , e _ . 21- q.Z h E �21 A . TOP OFBASIN 70P OF BASIN PER PLAN TOPOFBAS/N • e x: 2 2 70POFBASIN o 14 - T vl A a 2 : 6. SEE CONSTRUCTION NOTES '6" •'e• �• .V'�1, I.. --.. .,. FORPAVEDDRAa GE �` a SEECONSTRUCITON NOTES' Y 4 . c - -CUTT M-OINFF rt ewoES HEREON � . FD R WALL, Y TYP CUT-OFF WALL, PER PLAN Z'MIN.TYP. PLAN 5'MINA. °. ' X3REBAR�9s'o.c.EACH WAY SECTION D-D —RIP-RAP SLOPE PROTECTION i � '< ,� � ,/.. /Ki REBAR�18'O.C.EACH WAY SECTION A-A V ROUND SPILLWAY NT.S `fr N.T S. NTS. 'Y ✓ EMERGENCYSPILLWAY 19 w RIP-RAP SLOPEPROTECTION m „ EMERGENCY SPILLWAY 51MIN AROUND SPILLWAY PLAN NT.& I IE TBIENCHMARK J- _ SEAL•ENGINEER PREPARED BY CITY OF LJ1KE ELSINORE sHEEr No. crsG 11 UORKING O AND GS BENCHMARK DISK 5,CONCRETEDIAL "_W' ROUGH GRADING PLAN BEFORE TWO YSWBEFORE OF CENTERLNUMENT SNEMCA�FORNIA7HIGHWAYS74, J FWEST �qfi� A'M9 a�y� YOU DIG YOU DIG SOUTH OF POWER�POLE 193I9 CWT. " ,ey m; TENTATIVE TRACT NO. 30698 HEIGHT OF LIGHT ABOVE STATION MARK-1 METER. Q :Du.aD/16 ¢ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED FOR DETAIL SHEET 11 TOLL FREE 1-B00-227-2600 T I Al ADDED THIS SHEET L y r APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE:AS SHOWN OF_SIfm A PUBLIC SERVICE BY ELEV. 1425.76 NAVD 88 Cry{ STATE LAWS, AND A PERMIT CAN BE ISSUED. 7HAL ESTATE DEVELOPMEOMPANY NT W.O. FOR F°B° FILE UNDERGROUND SERVICE ALERT MARK BY DATE APPR. DATE REAL ESTATE DEVELOPMENT REVISIONS 6CAL 455 Linden Street, ENGINEER CODNTY KEN SEUMALO - R.C.E.N0. 56915 DATE:DECEMBER ZOOS Laguna Beach,G 92659 784-8 THE CLURM, COMPANY INC. (949)494.3707 REAL ESTATE DEVELOPMENT F: 0053 Engineering TR-30696 Grd-RoughGrading Grd_Sht03.dwg