Loading...
HomeMy WebLinkAbout740-1 GRADING NOTES � AEE�RE�6IATION� 1. ALLWORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORERAMSGATE ORDINANCE NO. 801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND A.C. ASPHALT CONCRETE - THE LATEST EDITION OF THE U.B.C.,APPENDIX,CHAPTER 33. B.C. BEGIN CURVE 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE B.V.C. BEGIN VERTICAL CURVE ELSINORE,PRIOR TO ANY OPERATION. _ C.B. CATCH BASIN CF. CURB FACE PROJECT SITE-, 3, THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES �� �� AND U.S.A. ALERT(1-800-422-4133)48 HOURS PRIOR TO GRADING. # '.�' k� C.L. CENTERLINE i7 I N G DEP. DEPRESSION 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 D.F. DEEPENED FOOTING - HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. E.C. END CURVE 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE E.V.C. END VERTICAL CURVE @ 79 F.F. FINISH FLOOR CITY ENGINEER. F.G. FINISH GRADE 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO i VERTICAL, UNLESS F.H. FIRE HYDRANT 4 OTHERWISE APPROVED AND SHALL BE SHOWN THE PLAN. F.L. FLOW LINE '1 F.S. FINISH SURFACE 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, E UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS / A ! \_ -=.m.,,.; G.B. GRADE BREAK THAN 901 RELATIVE COMPACTION OUT TO FINISHED SURFACE. i G.F. GARAGE FLOOR ` ter' H.P HIGH POINT 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE I J f / T'` I I TT -i_-i. d {,+i 1;)!a 111��TI T I.E. INVERT ELEVATION MODIFIED THREE LAYER A:Si T.M. D-1557-70 TEST METHOD. i • V�l l I I I-)I i I `'I% + -! DTI L.P. TOW POINT I 'f r-{ I Q4.M1MIJh1I3Y P + I I,:!I I j I i''T7 r- :"-`a� i I 9 FILL.AREAS SHALL BE CLEANED OF ALL VEGETATION.AND DEBRIS, SCARIFIED,AND > ?/� I-t_ I I_,.�_LL�++{ 1 I I I ARK '!I I ( /'�, '`<�y I T LT. LEFT IN BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY �! /f x- j_F.- ,. J �,L I +! I i I i r 1 �+ I M.H. :MANHOLE - I PRIOR TO THE PLACING OF".FILL. " - \ :T +�' I + I,{'. r,,,;,,,.I / P.I. POINT OF INTERSECTION w i I ! !' � P.V.C. POLYVINYL CHLORIDE 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL ' / - T (• 1 I 1!I I 1 I 1 I"r '1"�'NI rTT�--rrri r ' VICINITY MAP .a I C- ''I I� I I I I I ! I / I R.C.P. REINFORCED CONCRETE PIPE ! PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. ��`' -'I �- . I \ ry I RT. RIGHT NO SCALE 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN. j x x ,� -^+-�'p'ls" __ -- - Li.:..;._�,A� �-'+1 I I ! i I I / �I ly T.C. TOP OF CURB i 1/2"PER FOOT FOR MINIMUM OF 3', THEN 1%(MINIMUM)TO FLOWLINE OF EARTH SWALE, �`�,%� ,,,, -1..y,y{_I I,I�-(i + 1 / ' � � :."„' --"-.-.••- ..�.."�- -� 1 L t -J' I T.F. TOP OF FOOTING �u _._ ._____.._.____ _ __-. - -- " _ T.G. TOP OF GRATE LEGEND 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL "' C1 '" ' .• � O-� dx,.� ` s. .. __. \.. _ �\i.. f- L.., T. TOP OF WALL SLOPE IS LESS THAN 10'AND 2%IF CUT OR FILL IS GREATER'THAN iD'.DRAINAGE x ' - ---- _ . SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2' \ ; .� ` � _ ! --- \` ^1 KC. VERTICAL CURVE PROPERTY LINE FROM THE TOP OF CUT OR FILL SLOPES. e L /7 + a f � � , wmv \_ ',' rypg4 i- am• W:W:M. WELDED WIRE MESH �\� � `> / / \ TWe1 EXISTING GRADE CONTOUR -t00 13. PROVIDE 5' WIDE BY t'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. \�\' �„ i% 4, f' \�t ,\ �- .m.I I ; I CONSTRUCTION ITEMS PROPOSED SLOPE -y 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YR. STORM FLOWS ALONG THE O TOP OF CUT SLOPES. \ `� ,;; \ % ----' - i •- !" -- __ i I 6"HIGH TYPE"A-6-CURB AND GUTTER PER COUNTY OF DAYLIGHT LINE z. \ ,�_.--- ,' r' I RIVERSIDE STD.DWG.200 A 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. filaga I I I' i I !` j i I EXISTING SPOT ELEVATION 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING '� 1�` (� \ </ �� + + i BO 6'HIGH MODIFIED TYPE"D'CURB PER COUNTY OF RIVERSIDE STD. AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS \ � �. ,� ` \, gpvw I i 9.DOi I ( DWG.204 OR 6'HIGH"TACK-ON"CURB PER DETAIL 7,SHEET 2. PROPOSED SPOT ELEVATION (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL .,\\ \\�\ �� 3a Trpea 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL '\'\\ \N'`\ `� \\ "?pr• / Q� `.x y'--" ' I i �i I © NOT USED DIRECTION OF FLOW )-► -•- -�- COMPLETION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING - \'` ��' ,* \ ♦ u "4y�e - I i I- -� I (ALL SWALES TO BE 2%MINIMUM AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. \' \ ^ ♦ + L ------- - _ I L-T 18. THE GEOTECHNICAL INVESTIGATION DATED MARCH 24, 2005,PREPARED BY LEIGHTON ` II 1 I I Q NOT USED CUT/FILL LINE &ASSOCIATES SHALL BE CONSIDERED A PART OF THIS GRADING PLAN, '`\�.\ ,\� -``;` I - �,�.� /' �\ �� --'- I I RETAINING WAIL AND SHALL BE COMPLIED WITH. :4j,.\,�. �� .\ - `� --I i , 5 Q 7.0'WIDE STORM DRAIN CATCH BASIN PER RIVERSIDE COUNTY (PER SEPARATE PERMIT) 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT ,` 1I- ,;\.. �� `, \ /:." TRANSPORTATION DEPT.STD.DWG.NO.300 AND LOCAL DEPRESSION CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE I /k--_� - I PER RIVERSIDE COUNTY TRANSPORTATION DIST.STD.DWG N0.311 PERIMETER WALL ;\ T�-, J;'' + CASE B(CASE C FOR SAG) (PER LANDSCAPE PLAN) REQUIRED,THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF \� TC � � p ', ' \, �p ivses - I AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE \'� �'`\ \��. �+, / vt. \' / \, y' __ •,c + PERIMETER FENCE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. \� �� -\ / _ - - { p 3.5'WIDE STORM DRAIN CATCH BASIN PER RIVERSIDE COUNTY i PER LANDSCAPE PLAN \�� \ \ \ � rr I O TRANSPORTATION DEPT.STD.DWG.NO.300 AND LOCAL DEPRESSION ( ) A PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 20 ALL PER RIVERSIDE COUNTY TRANSPORTATION DIST.STD.DWG NO.311 CONSTRUCTION ITEM � A COMMENCEMENT OF ANY CONSTRUCTION/GRADING. `,\ \� � '., � - i U if � CASE B CASE C FOR SAG --1;/ �'\• ♦\1 \� ( ) (PER LEGEND OR DETAIL HEREON) 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY '`��� �\ ', \ `�/ A _ ' 3 ♦ i _ CONSTRUCT JUNCTION STRUCTURE N0.2 PER RCFCD& A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. \\�.'`. `\ �{` % �'�--'� ------�-_J WOO STD.DWG.NO.J5227. CONCRETE WALK(4"PCC) \ E 3 ` \ " \ \ xx > mn Q CONSTRUCT MANHOLE NO.1 PER RCFCD&WCD STD.DWG. D.F.PER DETAIL 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. `,\ SHEET 2, SEE PLAN \ �� \ ® j / FOR LOCATION N0.M.H.251. 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILLS TO BE PLACED I7 MUST BE CLEARED KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT '�\\ \�.'\ �' �/xx OI CLEANOUT PER DETAIL 6,SHEET 2 FIRE HYDRANT(PER WATER PLANS) PREPARATION SHALL A APPROVED S A REGISTERED SOILS ENGINEER PRIOR TO �\ \\ \ PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. �,'-�\ .,.♦ ^ ^� `4�. ;� / /x Q 18'X18'BROOKS CATCH BASIN W/TRAFFIC GRATE WATER SERVICE&METER FPRE EPARTMEN ER WATER PLANS) ++: 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING �.. -� . Q 24'X24"BROOKS CATCH BASIN W/TRAFFIC GRATE CONNECTION T STAGES: PLANS) A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION:AND BEFORE \ �. \ �,\,�:. ,�� \ �/. !xx Q A.C.SECTION PER SOILS ENGINEER IRRIGATION SERVICE w BACKFILL OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY , �e,\ham / -- (PRELIMINARY SECTION IS 3.5"AC ON 7"CLASS IZ AB (PER WATER PLANS) SUBSTRUCTURES. `,., \\ \�\ �� TI=5.5.FINAL SECTION RECOMMENDATIONS TO BE B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, ` /x PROVDED BY SOILS ENG.AFTER STREETS ARE UNDERCUT SEWER LATERAL BENCHING AND FILLING OPERATIONS. 7\��, ♦may i - PER SEWER'PLANSscam-r•:1oo' ( ) C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER \'` \� \J > MQ CONIC.RIBBON GUTTER PER DETAIL 2,SHEET 2 MATERIAL. \��, \`�,\ Jx SANITARY SEWER &M.H. - `-1- D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING ~ \'\\��` ,...`x NO 'PERIMETER FENCE PER LANDSCAPE PLANS (PER SEWER PLANS) CONSTRUCTION. GRAPHIC SCALE WATER MAIN PER WATER PLANS - ----- ,`� \\\25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WI ER 0 DECORATIVE PAVEMENT PER LANDSCAPE PLANS. (PER WATER PLANS) SEA ICE '�\� �,�\ +ao 0 5o ioo PLANTS AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER, SLOPES OVER TRASH ENCLOSURE 15'IN`VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED=WITH `\ .�-�\ 1: '.PQ EXTRA DEPTH FOOTING FOR WALKS,SEE DETAIL..3.SHEET 2 PER ARCHITECT PLANS APPROVED TREES, SHRUBS, OR COMBINATIONS THEREOF SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20'ON CENTER; COMBINATIONS, 15'ON CENTERS. SLOPES \� ( IN FEET.) OVER 3'VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WI1H \ `` * 1 mch- 100 ft. Q HANDICAP RAMP PERDETAII 74,.SHEET STORM DRAIN D BACKFLOW PREVENTION DEVICES PER U.P.C. \'\\\ (H.P.DE. OR-SDR 35 PVC) 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE \.. Q HANDICAP RAMP PER DETAIL 15,SHEET 2 :BERM USED,.TO PROTECT":ADJOINING PROPERTIES:DURING THE GRADING.PROJECT. �y 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING ll CONIC.WALK PER LANDSCAPEPLANS- THERAINYSEASON AND SHALL BE IN PLACE AT THE.END OF EACH DAY'S-WORK. AREA DRAIN INLET o o 28. ALL.WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFTY ORDERS. PRIVATE QT TRASH ENCLOSURE PER ARCH.PLANS (SEE DETAIL d,SHEET 2 FOR INLET•DETAILS)V 29. THE.LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITIES OF THE PERMITTEE. - -- - - I RItl`,ATEENGINEERS NOTICE TO CONTRACTORS All CONDITIONING UNIT 1 3 TOPOGRAPHIC SURVEY SOURCE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON 6. NO ROCK OR OTHER IRREDUCIBLE.MATERIAL WITH A MAX.DIMENSION GREATER THAN - 6 CONIC. CURB 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. V41LL BE PLACED 114 FILLS WITHIN ROADBED AREAS OR 3 OF FINISH GRADES, UNLESS THE LOCATION,MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY ROUGH GRADING PLANS THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE'RECORDS, TO THE BEST OF OUR 6" CURB&GUTTER 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION THE SOILS ENGINEER. KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE OF GRADING OPERATION. TRACT 25479 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY CATCH BASIN STORM DRAIN -132. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND DATED JULY 2003 OBTAIN INSPECTION BEFORE APPROVAL. LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND SLOPES IN EXCESS OF 3 VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON I � GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO. 882 PRIOR TO THE APPROVAL 38. GRADINGAPPROVED PLANS THE L NOTNBEDAPPPROVVEFDirUNTIL ALL RETAINING WALLS ARE ® �/� @ p �t THESE DRAWINGS. ELECTRICAL TRANSFORMER OWNER/DEVELOPER SOILS ENGINEER THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR (PER ELEC. PLAN) I n 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE FAIRFIELD RESIDENTIAL LEIGHTON & ASSOCIATES THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,SITE AND IS SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY 5510 MOREHOUSE DRIVE 41715 ENTERPRISE CIRCLE NORTH INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS SHALL APPLY CONTINUOUSLY CARPORT PER ARCHITECTS PLANS OR INDIRECTLY FROM HIS OPERATION,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. G SUITE 200 SUITE 103 AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL o 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,'-PRIOR SPECIAL NOTES SAN DI€GO, CA 92121 TEMECULA, CA 92590 DEFEND, INDEMNIFY,AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL TO ROUGH GRADE APPROVAL. 1. PAVING SECTION TO BE DETERMINED BASED ON SOILS ENGINEER RECOMMENDATION 858-457-2123 909-296-0530 LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS HANDICAP ACCESSIBLE PARKING STALL AFTER DRIVES ARE UNDERCUT. PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 35. APPROXIMATE DATE OF: BEGINNING OPERATION: 6-1-05 COMPLETION:OPERATION: THE ENGINEER. 2. ALL RETAINING WALLS SHALL BEAR ON NATURAL GRADE OR CERTIFIED COMPACTED FILL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL 0"cf INDEX OF SHEETS DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. END CURB RAMP TRANSITION CURB 8 LEGAL DESCRIPTION /0 UNDERGROUND SERVICE ALERT LOT 257,TRACT 25479 RECORDED AS INSTRUMENT NO.2004-0930305 SHT. NO. DESCRIPTION EARTHWORK QUANTITIES TRANSITION ERT IN MB 367,PAGE 93-113,CITY OF LAKE ELSINORE,COUNTY OF RIVERSIDE 1 ................................................TITLE SHEET QUANTITIES ARE FOR PERMIT PURPOSES ONLY AND Call:TOLL FREE 2................................................CIVIL DETAILS ARE NOT TO BE USED FOR BID OR PAY PURPOSES 1-800 3-8............................................FINE GRADE PLAN SHEETS RAW CUT: 7,500 CY 227-2600 RAW FILL: 7,500 CY YNB IBRRIRC BATS BRPoRR YOU B1C V0 b 6 L.y 9-3-OS WDID#833C333551 ' BENCHMARK SEAL CRY OF LAKE ELSINORE USC AND GS BENCH MARK DISK IN CONCRETE - ep r ES " /, 7ZS•05 PLANS PREPARED FOR: si 5962 LA PLACE COURT .MONUMENT STAMPED D 307 1935,IS 38':FT WEST �,o. o, CRAIG .WHITTEKER- R.C.E.51929`EXP.6/30/08 DATE 1 SUITE 130 OF CENTERLINE CAUFORNIA HIGHWAY 74,33 FT W Hi FINE GRADING, PAVING r FAIRFIELD RESIDENTIAL SOUTH OF POWER POLE 19319 CWT. CARLSBAD,CA 92008 � 4G P� c'� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH AND DRAINAGE PLAN OF ALLIANCE 5510 MOREHOUSE DRIVE SUITE 200 HEIGHT OF LIGHT ABOVE STATION MARK i METER. U N0.51929 A THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND FOR FOR LAND PLANNING&ENGINEERING INC. Ta: (760)431-9896 SAN DIEGO, CA 92121 DIr a-sa-0 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE. FAX: (760)431-8802 ELEV.1425.76 NAVD 88,HWY ELEV.1423.31 NGVD 29 RAMSGATE APARTMENTS (858) 457-2123 NOTE: THE VERTICAL DATUM FOR THE ROUTE 74 �9r «� �P �/f1/�/'/ LOT 257 _ CIVIL ENGINEERING+LAND PLANNING•HILLSIDE DESIGN•SURVEYING - PROJECT IS 2.45 FEET LOWER THAN THE VERTICAL �'OF CA0F _I/r7 x'� �//S EXP. TRACT NO.25479 SHEETS DATUM FOR THE TRACT IMPROVEMENT PROJECT. Na. DATE REVISIONS BY APPR ROBERT K.MOEHUNG CITY EER' C� 6/30/06 l:\CAD\0442\Fine-Grnding\0442-FG-20SC-SHEET-01.dwg 4"c.ATRIUM INLET 5 (NOS.#80)OR GRATE:. INLET(NDS#75)OR'EOUIV 21 31 AS SPECIFIED ON LANDSCAPE INLET ELEV. RIM ARCHITECT PLANS ' (RIM) 6^ FORMED:SURFACE 2 _ a AS:SHOWN ON PLAN 36" NOTE: WALK AND DEEPENED FOOTING TO FINISHED-R.00R 78" 18" A.C.PAVEMENT&BASE 4" BE MONOLITHIC POUR. 1/2"R.TYP 3Jb° PER SOILS ENGINEER 4"PCC WALK .a TYPICAL FINISHED GRADE .- �TOBE FINISHED GRADE 1%MIN-49,MAX 3/8TYP 4"CIA.RISER-PIPE TYPICAL FINISHED GRADE M'z 1/8THE TOP OF ALL SLOPES BEND 9" I o>< ---- 29� GRADEDCSLOPE TRUCTEDAT DEEPENED FOOTING .. 20%MAX. /C� BERM DET IL I PIPE SIZE DEPTH PER PLANS - , STD.PVC,VfYE pER PLAN E 6"x6",#1GX#.10 29,MN FINISHED.GRADE �./ -NOT TO SCALE J 1z w. 1.BRANCH W.W.M.W,W.M.CENTERED `,p w0 W¢ F� Q�P FINISHED GRADE z ,C, _ _ �"V w�. w NOTES: 1, FOR ACTUAL EXTRA FOOTING.DEPTH z a a n RED D SEE PLANS,FOR FOOTING .vcl•,ry«r,cUsm UNPAVF0 SURFACE _ RIBBON GUTTER DETAIL EXTRA DEPTH FOOTING FOR WALKS F�� 9 ow G_ DESIGN SEE ARCH PLANS 1%MIN.SLOPE 3 w w NVERT ELEV.(FLOW LINE) INSTALL 90'BEND AT NO SCALE NO SCALE g� �+avn 2.BUILDING FOOTING AS SHOWN ON PLAN BEGINNING OF SYSTEM NOTE: SOME OF THE.WALKWAYS WITHIN THIS PROJECT HAVE EXTRA PER.SEPARATE PERMIT DEPTH FOOTINGS. IT iS THE CONTRACTOR'S RESPONSIBILITY EXTRA DEPTH FOOTING .FOR BLDGS. s PRIVATE DRAIN UNE TO LOCATE SAID WALKWAYS AND CONSTRUCT EXTRA DEPTH '° 1�M INLET DETAIL FOOTINGS AS SHOWN. NO SCALE DETAIL A NOTE: SOME OF THE BUILDINGS WITHIN THIS PROJECT HAVE EXTRA NO SCALE DEPTH FOOTINGS. IT IS THE CONTRACTOR'S RESPONSIBlUTY NOT TO SCALE if TO LOCATE SAID BUILDINGS AND CONSTRUCT EXTRA DEPTH _ FOOTINGS AS SHOWN. 0 m 12" 1 BAT R;Ii 3:1.2 � 41 20 mrn ?'M.qT. --�I I' 1 13, 3¢ 6"FREEBOARD Itil Section Of 12'e Metallic,Asbestos - - $ t' ! 8'MASONRY.WALL-W/ -`4° P A 4 @ 11^3 I. �i/4 '-+d f-^:1/4" Cement or Plastic Plpe / gs(v.)®1s'O.C. 12"Cost Iron Calls Cap I i LAP 30'MIN.. A l .. Top of Pavement �^ /,+/ - (SOLID GRDBT) I -_--- - CURB RAMP GROOVING DETAIL tH)® 16"O.C. {/ ..\ti Approved Gap /. 2"tt. SECTION A-A NO SCALE WATER PROOFING \� _,. MEMBRANE I` F+- r• ; CONCRETE ''� f g5 DOWELS®t8'O.C. � r CONCRE 1�[''E"TACK-ON"CURB i EQIUIVCLAY OR f f EXTEND 30`:MIN. I W g' L TRA ITION .. 2J5' r INTO WALL f I {\h n p`"�'I NS R&C1250 .0 SCALE " �' PLAN 4it PERFORATED U TYPE WING TYPE �I I I\I 4:1 t2" 12" Concrete Pit KFIUC'77AVEL 1 y l T-<" I"'"'-B i I I I I B � i z.y 4 Backfill to top of..1/8 bend s'MIN.FREEBOARD '� r 5'-0" - - a with I"maximum aggregate a MIN. 7".` I <3" j WING WALL BOR ERE A,a Sid.118 Bend. REINFORCING SEE DETAIL nI IROOVES w 1 HEREON Close end Wilh -./ Ax n �I I I I _. .: v ..ii CdP and grout in platy , 12": m (MIN, 3)•$5:8ARS 2 F 4 \ �-�' 4 1° I` ram"- CURB 3' I 4` =3'� -T-� at naM 4 8 I2 or use:mechanical joint plug Ida 1 I. bi6, ALT.:DETAIL C A-J Standard Wye Branch.' 3"GUNITE oR cork. �ptO x#10 ELEVATIONWwM SECTION B-8 C� LEANOUT DETAIL G /1 6 DITCH FLOW.LINE a p DIA DIMENSIONS PIP '- B PIP - CURB RAMP 6 ,,.. ELEV PER PLAN 78'M PIPE L E F W Ul'YyE WN TYF UTYFE ING 7YP 2'-6' _ NOT TO SCALE 410 .MAX. °f r N Et NO SCALE BACK C��/ /� �g C V.LBS.C,Y LBS"IN C.Y.LBS. p BA\./f0®1-WALL D�WH DETAIL ®G-q^/LININ/s WALL ®CT^/LIL °5 63 43 _ 1.e .40 el OR ROADWAY. G1 D RETAINING G A DETAIL M 4;_ 3'�t 18 9 2'�77 2 2 079 47 093 60 a 1.22 73 1.36 86 ROUNDED EDGE 6'�MINAX364'A6r0 3'9113 '0" 571951.6 1D 1.2 1Z3 5%MAX•NO SCALE NO SCALE 4a1 t 3 3 G as 3 3 t n4 _ 'NOTE: WALL PER SEPARATE PERMIT 8.3-%4MX -A2-0 CURB.AND GUTTER. a NOTES p��+�a� Mqk 6"FREEBOARD RAIUNGHPER`� I C r shallbei66C•3250 :E1ECT10N:A-A 8 p j/ LANDSCAPE PLANS S e p d t rn n i b ha f a 3 A al 3 M It pl o",t b Y date 1 012, ,h I-s b(wean.Outsided11 t 0p'pes y 8"MASONRY WALL W/ 2.y 4 T D Ihetlw II h Ilb plan!app t IyA IIeIt p Drl g de h th A d a3'W a,more M5 0 16`.D.C.LAP 30"MIN. +Fj 58k ed p'pes0 Wl"h d drh length due.w,kew or mulll �f (SOLID GROUT) 6"FREEBOARD 6'FREEBOARD 6 Fa,,p,all hck eu h 3 A, Ae pipes e i ` Beater."t. usealle-ne D-il C. 6"MASONRY WALL:W/ w-2as + 8"MASONRY WALL W/ LEG ENO ON PLANS ONCRE7E SPLASH WALL 05(H)..0 16"O.C. I I!j / g5(V.)016"O.C. WITH 6%6/10%10 I' LAP:3G"MIN. I 5(V.)"0 16".O:C: W.WM IN::CENiER / r / (SOLID",GROUT) LAP 30 MIN. .-� _�... B 2,757 I / I (SOLID GROUT) WATER PROOFING�-'�� + 7o MEMBRANE I DXTEOWELS O'8"O.C, 7"!' 2.75"I +� ,vm Re son eY ADDraved Date Q pC7 / 5 H ® 1s'o., j ar SAN D1EG0 REGIONAL STANDARD DRAWING cmt. Ina •,� (QUIV.)AYOR 3' I / INTO WALL MIN. @5(H).49 18'0.. j / MEMBRANE ��I f-150INSPECiION / NUS 91 I EQUIV.) a >/. 11'.MASONRYWALL t> I//. `." WING AND U TYPE,HEADWALLS 4"-PERFORATED s _ WATER PROOFING 7m SPECIAL I psi PIPE w/GRAVEL I . �. EM ,r�. /:. g. WATER PROOFING ^ �+, °"meEn° D.9¢. FOR 12"TO 38�t PIPES 8ACKFIl1. I / _� p 3" , REQUIRED ,� \I i �-` - LINE / 2 4y (MIRACLAY OR , (SCUD GROUT) 1 MEMBRANE PER 3" '/ / I EDU / .^ ARCH.DETAILS /DOWE A EXTEND 42"MIN.INTOWLL 1r aTQ RI� DRAIN HEADWALL MIN. 4"�PERFORATED @ I NO SCALE PIPE W/-GRAVEL I ,•, 1'4" I l ?'1 B BACKFILL / 4"-PERFORATED M SEE DETAIL A ":. 3'�v> r' j PIPE W GRAVEL / 4 BACKFIU. I, X ABOVE (3).#5.BARS ✓ s I/` 'e r>,a 5._°, z A 8.3% A 16 CONCREI'ESPLASH WALL MIN. / MAX. ;o ' i ;5'-0"MIN. ,o Z 59 MAX. NO:SCALE .... 1-1. 1-0" 1 0 t n µ I g 6, " 3'-0" a .a,"rr'.r, ,v'iA a •i et 12"WID E MI n ry a w .BORDER ,H GROOVES a » (4)',..y6:BARS - SEE DETAIL 5 6 MAX. BARSo HEREON 1® RETAINING WALL DETAIL ` ® c4>.#5 BARS ;as BARS® \CURB NO SCALE �,,��; 1s"O.C. �,•`"�" qs BARS:0 /'-6` i'-6' 2'0" 1':-s 1' 0' 12" 32"'O.C. 1 NOTE:WALL PER SEPARATE PERMIT ALLEY OR ROADWAY d rv-DITCH 3'-8° ROUNDED:EDGE 5%MAX. 24 L VARIES 5'-0" .8 MIN. UNDERGROUND SERVICE ALERT e n 4s 8.33y A2-O CURB AND GMER MIN. �6-12° DI ERT 8 2 MAX. 7e10 MAX. 1r ."MAX. �I- " cal:TOLL FREE 1i RETAINING WALL DETAIL 12 RETAINING WALL DETAIL SECTION A-A I- _4 MIN. 1-800 NO SCALE NO SCALE 227-2600 NOTE: WALL PER SEPARATE PERMIT NOTE: WALL PER SEPARATE PERMIT 14 CURB RAMP' SECTION BBB 4MdddINC .Od ld BBPOPS 70U -0/C " NO SCALE �x1l�6 ba.y a_3.US BENCHMARK: SEAL d 1 GfTY OF LAKE ELSINORE USC AND GS BENCH MARK DISK IN CONCRETE G�h !/!ER ZB°s PLANS PREPARED FOR: MONUMENT STAMPED D 307 opROFEss/o CRAIG TEKER R.CE51929EXR B 30 O6 DATE SUITE 130 OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT yP GM,wH/rr�fy FINE GRADING, PLAN /� /� SUITECARL 130 5962 LA LCAE92008T FAIRFIELD RESIDENTIAL SOUTH OF POWER POLE 19319 CWT. S 38 FT WEST u m c THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH AND DRAINAGE OF ALL.IAN` F HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND FOR 5510 MOREHOUSE DRIVE SUITE 200 z o No.-30- A :m FOR LAND PLANNING&ENGINEERING INC. TEL: (760)431-9896 SAN DIEGO, CA 92121 + CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE. IXP 6-30-OB A RAMSGATE APARTMENTS FAX: (760)431-8802 ELEV.1425.76 NAVD 88,HWY ELEV.1423.31 NGVD 29 tM� (858) 457-2123 NOTE: THE VERTICAL DATUM FOR THE ROUTE 74 `PygleP ��� �/� LOT 257 CIVIL ENGINEERING PLANNING DESIGN+SURVEYING PROJECT IS 2.45 FEET LOWER THAN THE VERTICAL OF CALIF _ !� d t e5 EXP. TRACT NO.25479 SHEETS DATUM FOR THE TRACT IMPROVEMENT PROJECT. NO. DATE REVISIONS By APPR ROBERT K.MOEHLING CITY EN I�6` EERY 63056 6/30/06 d I:\CAD\0442\Fine-Grading\0442-FG-20SC-SHEET-02.dwg i- ff / /TF -v / b / � f \ ji ! PARK -- / / F / nµ ^$ ^ I (FUTURE CITY 56 a c / l i LOT2 / f , j l t / i SITE) j / o / i \,\ 92.02-FL r 9U 82 FL;;I� ( ,0'.HIGH SPLASHWALL^ SF PER DETAIL 76,SEE SHEET `�- INL 8941 FL % 4 'pUTLFrA�F �. 1%ONSTRUCTION Vjl7}{IN 9 1^ ALLI 1397.53 _ ROA°:R/W PER SEP. 8966 'FS' 8 �p \. 92.26.TC - I F �~ -- _ PERMI7 393.30 FG 2f'� j I z'w I_-4- 1 // o 87.92.FL: I. -F056 Rep g2.65:::FC f3B820:G .\ ✓, _..._..-� / / 9 ,$ ''39Zo�E RET.WALL TD A WORK - / a VE _ Nor49n e LIMI-T OF \ - / 90 2 ` Y WEEP HOLES ----- _ .,_ OF SUBDRAIN. TC �HP99.2 2.1 ... RET. /// / I \ \ DETf IL.11 1405.171W. \ / / '/ L 1. l /fie •` 139953-T-w / 7397.83 f 89.46 FL.. u I �\ �\./-/. ENSEMEvf.'f0 i AIM ✓ytry� \4 \ 1395.1 F0 / gvw.o - 1406.50 __._� / .. 14306:13 G I�1P RET-WALL.---. a - _ 1397 53 TN. 1397.83 TF DETAIL 10 /../ 91.07 iC i \`- �I TG:� --_ ___.-___ _ 13_99.63FGF 1399.1 FG 97 2:1 TIE WALLI \._.: - 1740,.17 94:7.RIM I 95:62 \� 7.:0 TC - SUa DRAIN 7406. 399.83 TF .__. __ 139. fG f FS I 11340:TC FS . � qF \ 94\22 FC SEF:�T 922 ETC FS �22 S. 1 94,56.TC 96.36 TC n I 97.90�-TCe C fl86 IM HP7�EtA1 A7 _� y 94.0695 7i 4.86 fS bl I 97.401 FS. �' 97.2 1E L 0 H�Pr'; :y, evc - /// 8.30 TC IE,GB T 97:38 FS 98.05. !/ VY + 94.20 FL 95:80 F T6R 97,90 fj � 6 IE - EVC o I 7 s ll��;� ee ee 6o F5 y� 9$ F - 96.70 s7:o5. I' // s � � i cps• 1 �� . r n / w, 96.70C FS,GB F W--_ 9759T. @Y:4�1 /98.83TC 4 �F a. `i. Jp� A w / .. f J// /6'\�H-. / \'yam' 95 / , � ,..s` �A. 95.53 TC 96.20.L.. 979 1L' P�5 Y Oq° 97.08 T i 96.59 F5 � \ / < � HP �§, 98.f -T. FS.CB ti_97.3 TC 8.93.TC 1 ® e.Aa'T "�, qyy S ....... \ '.i ' ivy.. '\.,' 950,TC 6.0 1'FS b 93 F. 0 8.28 FS ;� /,Z. �[•..�, .ra�d , 97.22 TC 9 � \ '�' 98.�8 TC 1� t�' 99.40 ��� 9'32 T F5 /'i h`L ! .1 ,4C '*_ ', C0. 88,82 \ f / °� f \ \� 9/.05 Fs 9a.o g %�� I �'> �r °!i p. 4,e'1 rC " Na ( 9zso rc �� 9 °j' / / ''h ' �^��� ^81 F EO j �98.4 97.$0 TC .00 FS •� �.�\98 49 `\ / `: % 98.5 TC k 97.48 TC _ q j,, 9 \E \, \ / 92.9 IE J � �, 97.20 g S 97.86 TC y 1 1 \\\lll 1i0{:� ,${ \ as Fs 60 ,kyF��� 99,e�� \ ``BB .;--7.. [.•. j 96:7 T 5 fM k \ 96.7 9.16 FS FS bklq jh,�gF 703 92:25.EJ N 9. 95 9920�5 1Q E'95FS` _ .... 98.50 2 I / 4.7 I 5.78 97.,6 c \ _ // �/ C 94.3 •'� 91.3 IE � q80 y 98.50•,.: ee.9 a ��..»... 98.fl0 FS ...� 97: 98.3a 7 9'e�5 �sa' 9�S ��•�. es24 c F s9.lo 98� L26 s 9s.6�.. r zao FL .. 'f B F5 96. 9s.1 Fs f .9' 95.70 C \968 f : !( ::9 80 S sslE 4.30:F. _ 9.7 F .,94.3 IE 8 l 9K(.,, Mws T7Q ....11. 98.6 99 TC 9 ?� AA r \ � �/• I 91.9 iE i.y r0 „ "- .. G'� FS GM ISHP � • v I INLET TO BE R TC `� \ \,. /r/\\\• I � ar,.J �Y,.'' v.. 1 FS �-..::: 1 .. -..9.4 ,'�` 1�9 E ST Gcim,Rf1CP '„ 948 95,6,TC \F ( '�, \\ ' �EE LANDSC 70 OE REMOVED :_>.,`' e' .k,�� / 94.1. F 95:11 FS \\ / , FS 9 FS 9 �a© �,ZO Dr ,.E I -1 y\'At S _ 8 pC FOR 'LUG END;iNIfH A k1 r 3'� "9�.-% • 94 E 7 ,°Ey,. '0 of /22•- O I � .*., r' . ,.. � 9 F5 a 1 �s \O - �; �� ,. . ��7p \` \\ \\ \\ \ ,, I 1, � f, _a: i 0 F ',;� <fJ_ / \ 95..0 ,. X �✓ ���nL 0 �,� � l: y QUO _ � t ® y .� 94 9 TC .A \` // /', ,\ ,, � 1 •'Yi "y-s.,h: _..I, 98:20 F \ \ \ `\ �• -� ` � '\., •U• � -.,.:" 9 FS P$ 35 5 TC 810 7C '.,96 8 ' �,, ,y,':, �)'-�,a*. F �g 4° f ' - •, 3. _ ,�' f � 99.0 TC � '\ � `� •�- \\ -� ;N:. i 95:05 FS 95:68 S � FS � 3.9 iTrh,. a � r 2 sb� 98.30' . \ \\ \�, \. � I � �' - �D C �U{r 93 BO &4.62 C S •. ,•, •ti;,i I ,;.. 9 R O is s f .` f 1 co \� •.\ I \.. \ ST M N UNIT'A" - 7\ i ,. 95 0 E 96.4Jc X+_y^ I %i \\\ 8 / fs , G P �'17C SCALE V �V �saRio°Fs 1�sH o . _,_ ss.80 r az vs ;� 11„ta i s.5 9s°a rc F k \ \ rla HP � .� _ �e. \ � 94.6 F 41( �'3 30 T C OP. N9.E \ �' c .70 1 Ix C ,tt \ \ \ \ x \ 19, B N \. / UNDERGROUND SERVICE ALERT m H7.' \ 96.6"C ~- WVI/� 1� 5 '.,4' o Cat TOLL FREE \ \ �� fyW' .rillF ',£'`• 1 I I / 98.60 FS a� 97.00"' 9,2� s9 50 C2- 95.30 IE �X 227-260© \ �qA ?. a\ \ r Q / FS r 98.16 ' \ \:'- A � 1 � �I"` �v> { ;r C •a:. �,./" \ 96.80 �...,F8.8 1B0 /OARING DIIB BBIORR r00 B/0 \ �' ` ''\ \ \ \ °'yb y :�_ Y'11 d I :FS S \- ' Q�F .e F 'x-98"96 TC V� 4 ". 90..0 E. =�+« `Q � -, .-�. 4.1.1E _ � � P p .98.40 FS ,/6. 4.9 9&82 YC Bt=NCHMARK: SEAL - g 'A/4� a4H'° -.1c ss.. sa.az_Fs 5962 LA PLACE COURT PLANS PREPARED FOR: USC AND GS BENCH MARK DISK IN CONCRETE wUV 7 CITY OF LAKE ELSINiORE MONUMENT STAMPED D 307 1935,IS 38 FT WEST 0 pROFESSAO CRAIG W1iITTEKER R.C.E.51929 EXP.6/30/O6 D S-EOS CAR SBAD,CA 92008 FAIRFIELD RESIDENTIAL SOUTHSUITE 130 OF HOFRLINE POWERAPOOLLE 19319GHWTY 74,33 FT ���� M.wH r ti9t �L�f14NL. y r� FWE GRADING, PAVING 5510 MOREHOUSE DRIVE SUITE 200 HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. �c m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH AND DRAINAGE: PLAN OF LAND PLANNING&ENGINEERING INC. TEL (760)431-9896 SAN DIEGO, CA 92121 z No.5,9za a. HE APPROPRIATE CONDITIONS OF DEVELOPMENT AND FOR �� FAX: (760)431-8802 ELEV.1425.76 NAVD 88,HWY ELEV.1423.31 NGVD 29 EXP 6-30-oe CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE. (858) 457-2123 NOTE: HE VERTICAL DATUM FOR HE ROUTE 74 cmL .� RAM�GATE: APARTMENTS CIVIL ENGINEERING•LAND PLANNING•HILLSIDE DESIGN•SURVEYING `"s ,/f / PROJECT IS 2.45 FEET LOWER THAN HE VERTICAL ,rs -- �r �` LOT 257 DATUM FOR H No. DATE REVISIONS BY TRACT IMPROVEMENT PROJECT. Cs'CAup 8 4 is EXP. TRACT NO. 25479 H ES S I:\CAD\0442\Fine-Grading\0442-FG-20SC-SHEET-03.dwg or APPR ROBERT K.MOEHUNG w CITY EN R R -163056 6/30/06 U I ; iF --r---_, _I -- - - -- - GRAPHICS SCALE I ;. i �o 0 I I I j i L : � 1 i I IN.RE➢T zo IL � --1` 1 T i 1_� ak - _ - - - 1 r�� � ; I I ; I � r----,- _� _�-- -, - - - , : 1 LOT 256 (F U TURA CITY PARKpTE) Y __ �r � lw ' f - IIIi � z ui 1 li ! I i -1- -i �\-- - _ I _ i -1- i 'S,- 'L-- - - to0.96 TC 18.8H cT, i -T- T'� 1.-.� go FL 74 j;PS:. -- - � -r----I (�� I Y-•13. T WALL .. NO2'49 _. ; i I _ 000 '17"E 909.87' a ;rAIL 7a3 " - 1399.1 FG L - -1'«.-.�__ _. , ` ,00.18 TC. �. 82.50.TW RET;-WA� -..,-��o�� - a..___'-._ ... ;000.09 TC. Oi'� 1408.Hb iW f-- 0.28 FL 1397.83 TF DETAIL 10 --� --_ --'--= �,_-- j 1 :99.97 FS k 1P 0 OWE �4141b/ ® _ -- - -� LIMIT - \ F. 1410-._ of-':VVO 100.04T "'� �.-_-:... \`��i��gJ�4 � \ PER.DETL13, 1399.1 fG r.® 406\ � 1399.ta. �_.._ _- Y _--_ � i-"�_.-.r__✓ rw 2 � \.� � ��t 1Wb /.. 6 98.58'TC 97.8983.Q _ 98 30` I C 0I TF G Lo 98_798.08 HP - �.. �1 5. I e �_ 1 i EME ENCV L�L•� N .ie r�'� "5\ 97.2.EM CEiAI�10 ym.: �'"^r 5.0 IE `� 98,P IEM - _.� y. I� ACCES GATE ':-:,®•.5 9s® 90.0 10o.1 4 a 7 a, �*•�,< s"®1'7 >, HP,' ,/ � 9es I \(,.. ,�' � t-�"" ..`gym.,,,..,,,,,, ,.._,., s� Bso ��.�./ \ � 9880`Tc 6 "�5 --�'' -- 1p HP ,,..._.n..•-....=98 0 IM _ p -. :_ 98.50 T 98.3 FS. ®^'6' p �- _ 98.1 I ',;, 4.RIM ".. s.98.T. IM g7.i IE }. � _-R x....�.�' �„_,.•..m-_k .- 98.6� ..:.96.8°IE fl± ( t4 98:1 IE B i'I 98 ^�I HP ...,--`a$98:0 RI LDG 1Q Hp 97.4 IM..,..__ If , /Q � y�:/'"-4..+ '4 .., A 1 r•, g I:R.9e....�=S � .. b�.4.IE .� i;, 98.8 IE ,J 98-1 IE 98.11 ,. •, 3 ,.. ` `.r qr ^'•,,� �, $0 001 '.;,_ ;dd. �I,1 �: 99.6I_ - a $f a 97:BiFS •8g'P Fd .� .H 4 r.x.rF•,,..: p 97.2 1E I u'1 pI 8.05-_FS 9.07 T b.-. 90.70 t€ I$� y g v 6 pq /� BL G 12 C 9855 P3 �} 9TS7 E -- L,u p �O AD BLDG '99:Go TC �.,.. P• G *� z,. 42 IE " .t _. FS,< ,q ,U ::... R'>' " xi t ,; 4. 'r v`"..4 :A t e i 7^p : 4 ti y i $� _ e' 0 FFF k' 99 0 I '-.F,_¢ 77 -'3.0-96 IE,G`B �e - - f,\ 91..70 1EM �•.,,, € ^•.:,Y .:Y 5 , ,., ,, 14�1 p•� e g��8.7 Ili t00.H0 d:,.v., , --f- f":4 n•. ;-..e- - - k ie=4 __. li .r� ,yk 7.I 1 1 Pf7 ` /'(� 0.05 1 , _ 00:6 , I ��s..G..n_ f ° 9:3.. 0• 1 :l/J s. ._ 1® Go:aD __. _. .a �.1" 99x :Q_G s: 93. r . _ - r , k s >, ,, 1 -® 45 PAD. 3 rc .So FF F � ., - � �' s,20 � r ao fs 90 1®® GF _99. " - GE pN c , , .,'�_.,•_-, p_ r: p ;{ �: $ I G Fs 3 ,. - .20 -, - - c ,,,•,�.,, � ,1` I Fs �$ g 7. .k..a � -- - 4.2a i1-7 ....... � �, ... 9 .e 70.. �.. ..,.a.- IfUT 6,0 qp � vl .e - _ r4.. ., ._ --_. N is § , FF �•d r-..: ., n .,.. --..-q ,. ^ < 89 , .,. : '..$Q 2 '- :...t � t. _-. ,}0 , .-..... .{� .. :._. , ,�_ .; -�I 3.OX . . - L.L.1 6� 101Q �? �, r A..10 80 k .d�.-: :. e; I I� '� -....,..._._a.,..F :i,98.80 {i� IM /, 97321 F '- .'.1 _ n, :I �; 1i + ,. - q.._.-,.:.�9 .i 7, & F k-mk._ �...yr-. s: �•:>' . 86. r sa:_ • a 1,FS - �--, 1003 T, Z 893 ftM ...u: S u ..- ri s .GB i, ._ - 2 1E ss. G ,: r u K y ��so r� .eza�.. ... :.._. d -. _ 94. GF 4 / i� •� I e : •.,- }. {.-.,_.. . FS ..-. �. 98.0 IE +� 17 .I....._- 99..-G GI*,' .I g t, _._ __.3_„ 95.1 T ___ ,� .-�liy. � ti Y' _ � _ � ji J 89:00 FS I ,`✓ �E I ti I �I C i95.25 4�. { � ���^� w.ib re 0 G _ ea rc es:'sD rc sa:oo a. dd :, x 100.� 770 1 9fl.0 FS ;,:. z F 3a s H - - I 1 95.7.80 FL BB.86 5.,, 9 S 9 00150 8. 99 ...G .. �1 i !8 Tic rF 1 .:.:.,-. ,_.1 �� t00.S FS 1 1 98.85 FS 88.80 TC! 7 i 9✓�. :, . 1 11 ! : 98.54 TIC � 9.15 FS 98.80 98.04 FS ! I 97.05 TC 9 00 TC t 190.40 TC 9.70 TC� , 98.40 TC r 9 t (5.1 FL 6 FL g • �_"'_1C .i "�-..g9•J ,r,. Jl i.. ".. s a'J T n, 99 FS -> BO C ,.l 1 - 90 99.70 FS 7.8 RIM I 98.40 TC0-4 - 2 TC 94, 8 IE 4.1 II r1.. , 4 E -..$�r ,. � �n �� ttII 99.70 TC i --'97.90 fS'---'- 3.5 F I I i 43.68 TC t' (40 FSI ! 100.�TC TC %197.90 90,10 IE 97.10 _ � 94.40 T v/ ! 98.44 /Z•® 100 b T4f i; r 10 ` YA 1 t I 99.85 FS ...---'99.70 FS - TC _ 90 fS 94.8 IE 1--9•'� 8.10 F�"--'"" 5FS rORM CREEN UNIT'8 8 F v� FS 10°®1.SR 'PER D TAILS SH E 93.90 FL 93 42 T IR .49 FS Op,. � .� 1 1 �,��•�•� 8.10 FL 97.87 _ 9 ' L 'q 3 FS .74 TC '-'-97.14 rC- -------__.__- 'q 9950E ! � ' ';1 _ 8' 94.90 FS,84.9 If IN 92.9�7 FL I 919.74 `- _ ! 98.09 rC 87.14 f5 � 5.p N 98 80 1 IE OVT 94.70 �`/1! 9.13 T 99.16 \ 99.40 48.0 FL 7.27 TC`-- I ti 4 95.07 - - "O 1.3X 8.10 IE 9 ,� 97.40 TC M y�F$+,GB E900 ! 85.7 I� F7- 93.80 yi7/ �` i /. 9.7 TC 99.75 FS �� 9q Ob T a 93.2 0 7.20 FL 8. 9X 98.0 it 96.90 C 98 0U7'C - k 98. F 100.57 7C 0•' T TC � 99.40 T 98.85 TIC I 7.85 T - 98.40 F y 96 00 FS 95.J5 TC ^�-�X �93.10 W � 98.35 FS ; � I ' ' 98.77 C i ( , 97.50 TC - p = k I 99.62 i i ( 98.7 FS 96.20 97.30 iC 95.10'� @•�"��-1R 100.10 TC I $ I t 1 99 1 TC ' A a 77 TC / r 99.70 ® 1p0.24 TC 99,0 FL �• 99.55 TC { i { i ; 97.7 12IM � : 99.32 TIC FS -'-- TC 99,4 FL 8..0 FS 99.05.FS " '' j`9.9100.15� r ' i 1 99 0 -:_1 �; •- 3 u ,1. 7< 97 9 � 1�Jyl1 i 97.40 TC e l 6.25 95.0 F , 1 T! .. I C^93.65'TC R a IE7,.� i 97.40 FS 95.75 FS 95.70 TC bt I :-' I I- I 93. FS K , m`. t.., 't�`' • �, . ! ...... -' F .g - 9 3 9 9 9S,HP �" ,nl I 89.20 TC �\9.0 FS 99. TC _._ 9. H' .5 - --.-_4� i 1 24.80 iTC u g 80 FS .80 FS I I __......Ir:80 T -k\\' •.- 99. 1 � f' _- -, 1 ' 0 I 98.73 FS 98.50 TC i � __'� a 9 30 GF� 1 z ss zoo s ( 0 FS ry ':99 3� GF 11 -_.-_ ___-. 99.80 TC t, i' - I. h c < 98.50 5_ I II _9_610 F5: 95.4 ..: -- -__--.___ 0.40 TC ( . r 99.OFS "p. .j_. CUT �0 7 95.65 T L.5.95 TC FS a.. $ S + t<- -°,T: it I 5.45 FS ,.:.�' .•....� ✓' 00. , $ - _ _ 97.80 M�W•�y as.9 Fs 7 roo Fs 'In Fs t• I� �:.. �V� '� i O B `:,;� .i 99 - t 99. ..GF "_ . f _ \,':� ,,, mom,•._ 99.09 TC FS 50 7 TC/ 6X 100.30 N FS -- „85 F a _ oo2D Fs ', H-,% 99.55 PA - -. .._ � , v a !: M1,a-.,... n. FS BLDG 11 BLDG 8 _..F TYPE 3 gg 'I 1 �__ -. I ._ FS HP 95.0 F5 { FS - :p „ TYPE f 1..y F 99.09 98.85 PAD " 7. _.r K P � . FS 97.8.RIM � • r ��� a; /��'}'�" r e'er\ i���. 99.60 ,� d..,. ..-. 1 S: :},. � 2% _ __- 'a ( .5X �__ I y_1 "r _. �.95./5 PAD t� N r r. O 99.60.�F *, I (� --- zX ® x I I. ry UNDERGROUND SERVICE ALERT < ",. .�' <;:;�� 00 MATCH ®�1e'-p/���gA 1 89.9� C "� .' as. I.V.1/� 1 V 1 A i P 'a r ': - I( �i - _ tt i "`�:�s�f.�'...__I� :.� DIG ART fls.4o „f p ; _. saa I �� 96.510 GF ^•,-.m..:*- :.•^ay 9 \ -, j ,1f r`: ,:. .--. .R. 9:4 Fs 50-F 96 F Call:TOLL FREE II h; ., �L II T:? --- C '1 ' �-8QO d?*a;�... r- ./`� H7 ,:is. r' �� '-- 98.0 RIM I : 95.82 F8 95.10 FL \1�.00 TC� it It 1i 'i I 96 70 TC - \ _j;,3' ,. 'ya- -� 1,12 TIC 9;84 97.4 FS 7.38 3 \- r i_ �, -„ ..- ,.dF f', `+ 99.60 99.32 IS 8 00 TC 2$ 97.i9 TC 98.7t7 96.40 FS g 96.10 TC 91.30 IE 98' a,.;$E �� � GF 9fi.20 F - ., 227-2600 n•, - :: ¢ .,c:,' - < 'tl °?�. 1 I I i 197. T 7:19 FS 95:60.F �6.10 1yy, 92 J ,• - I 9- 1 ®� i I f 40 FS - 7I0 I9B!!RB BATS BLPORd 709 OIC 92 ' $ 97.3 TC� �it35 _ SEE --- I BENCHMARK: SEAL CiTY OF LAKE ELSINOFE PLANS PREPARED FOR: USC AND GS BENCH MARK DISK IN CONCRETE ?p,,FEss/ !�'�� 7-Z8'os f 5962 LA PLACE COURT MONUMENT STAMPED D 307 1935,IS 38 FT WEST o CRA�.WHIT ER R.C.E.51929 EXP.6/30/06 DATE 4 SUITE 130 OF CENTERUNE CALIFORNIA HIGHWAY 74,33 FT 4 1p.WH/r < FiNE GRADING, PAVING? ALLIANCE g A1^ FAIRFIELD RESIDENTIAL SOUTH OF POWER POLE 19319 CWT. " `' F F TFIESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH AND DRAINAGE PLAN OF P'�L.��IAN�s CARLSBAD,CA 92008 c? a 1- 5510 MOREHOUSE DRIVE SUITE 200STATIONw k m THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND FOR ( ) SAN DIEGO, CA 92121 HEIGHT 2 LIGHT ABOVE WYEL MARK 1 METER. z o No.s7929 a z FOR - LAND PLANNING&ENGINEERING INC. TEL 760 431-9896 • IXP 8-30-OB `" CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE. FAX: (760)431-8802 ELEV.1425.76 NAVD 88,HWY ELEV.1423.31 NGVD 29 cMi �� RAMSGATE APARTMENTS (858) 457-2123 NOTE: THE VERTICAL DATUM FOR THE ROUTE 74 P /' I �/� LOT 257 8 CIVIL ENGINEERING•LAND PLANNING•HILLSIDE DESIGN•SURVEYING PROJECT IS 2.45 FEET LOWER THAN THE VERTICAL qTf of CALIF z` � f��G^�"�Y Y S e_ EXP. TRACT NO.25479 SHEETS DATUM FOR THE TRACT IMPROVEMENT PROJECT. NO. DATE REVISIONS BY APPR ROBE RT K.MOEHLING Clfil ENGIv tt' - -R 63056 6/30/06 1 1 !+0 I:\CAD\0442\Finc-Grading\N 42-FG--20SC-SHEET--04.dwg INLET PIPE - 1. 15'0 TRANSFER OPO N,G I (SEE NOTES) T5 4 TRANSFER PLTO2NAIE ; OPENING / Y LOCADON PIPE STORMOAltwViN' - 6' owner PIPE '1 Ff +. -~ { `•\ \ Y OUTLET PIPE \ i LOT ( // (SEE NOiE 3) �\ I J { f \� ' /T \\ \ Y DIAMETER..VARIES /ll'' / ' TRACT f �� �, {f ff 1 I j �// 3G'a FROM 6' Nx O'STORMSCREEN--PLAN VIE t �.\ \ C�`Y�9 1 , /�i// / J GRADE Ilm) AA,u,NnTa. 1ii77 `¢' I / ) 4.5'x8.5'STORMSCREEN PLAN VIEW 1 `$$¢¢ j RIS RS TO BAFFLE WALL : ' �'. 0A¢ / I f[ '�� - . MA SMI:MANHOLE ��.. MA GRADE I ,- NB /,`,FRAME k`COVER(TYP) T _ N f' , ) -BAFFLEEWALL STORMSCREEN CARTRIDGE TYP STORMGAT[HIGI1 STORMSCREEN CARTRIDGE.(T'iP). WEIR IYALL ry (1 Y P,„�`' gg_ r y} A % ELEVATED DISCHARGE I VNi +2[a i'-1L.d / f / / /i _ RUME IPo13'748�PD� 6'X8'GROUTED RIP RAP / f USE.25 AND 50-8 ROC w4z%. ' f / ! � �.•J I / SCHARGE DRAN-DOWN SYSTEM ,-/ ELEVATED DI ' A f / FLUME(TYP) (SEE NOTE 4) - - .- 4.5'x8.5''STORMSCREEN-SECTION VIEW A-A 6' 10'STORMSCREEN SECTION VIEW A A O.D9 TC ;g04'G. .. x_ - 82.50 TW'... -�-__.` j ,.:• .1,"%.'� / ) s,M x.T.s 1 __ - ____ 0.28 FLFL •.,p? -BEA \ :+ &e, T DATE BY R SHEET OAR BY REMSON:. _ f j � 4.5 x 8.5':STORMSCREEN/STORMGATE _ 6'x 10'STORMTAIL TC I ` PER'U67 i SHT _ EXISTING 3 FT.MD EASEMENT FOR t 11 ! I/2 '- STANDARD DETAIL �/2 - -. STANDARD TAIL G ' SEWER, ANDACCES$PURPOSES j i - PLAN AND SECTION VIEW $jpJf/�p{,FAF - - FL �.. /// ( _ &SECTION VIEW $�RMANAe�I NT/NO. NA ANENT 1 D TD N 0 SEORAwix IE nuaD. . . •\� � / i / � WFb BY:�LO BY:A2.OS� A 800p64B-166J IN • PE4WE6 .xn.._DRANi BV:�-IE (600518-166). 137.58' reAYm awQ N PLAN sB wc. _I- 83.OA'IIE kd9• .� ... .-. - l .. . ... _ GENERAL NOTES _ \ I ; GENERAL NOTES \ y 1)S10RMSCREEN RE E Mi TO:E NAGEMENTCONSTRUCTEDINC PORMND,ORECJJN 800/548.488J. 2)PRECAST CONCRETE VAULT TO BE CONSTRUCTED IN ACCORDANCE W11H AS1M CBS)AND C85& 1.)STORMSCREEN BY$TORMWATER'MANACEMENT INC.,PORRANO,OREGON BOOJ518-IBSJ. 6 n I I 3.)WLET AND WTIET PIPING TD BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR.PRECAST 2.)PRECAST CONCRETE VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C057 AND COM STORMSCREEN EQUIPPED WITH EITHER CORED OPENINGS OR MOCKOUM AT INLET/WRET LOCATION. 3,)INLET AND CUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. THE GRAIN DOAM SYSTEM PROVIDED IF SUFFICIMT DROP IS AVAMDIE. REWIRES 20 R OF DROP MA%IMUM INLET PIPE DIAMETER IS 2{". 98 80 7C T FROM INLET TO CURET. {.)PRECAST STORNSCREEN EQUIPPED WN OTHER CORED WISHINGS OR KNOCKOUTS 95.30 FS a 01.6 HP �\� ---� i' %! �¢Mry ,6 /�'�`//ew++a..a��ii S)ANM-FLOATATION BALLAST TO BE SPECIFIED BY ENGINEER. BALLAST TO BE SET ALONG ENURE AT INLET/W1LET:LOCATION: Y'p>¢B "�-:Q�� LENGTH OF SON SIDES OF VAULT. BALLAST MATERIALS TO BE PROVIDED BY CWT ACWO 5.)AHTI-FLOATATION BALLAST TO BE SPECIFIED BY ENGINEER. BALLAST TO BE SET ALONG ENTIRE - o 9 ISYi'jt inJbf -� &)COTRACTOR 10 PD.NST WEIR TO DESIGN ELEVATION WHEN SETTING SCREWS ON KTJR PLATE DO LENGTH OF BOTHSIDES OF VAULT. BALLAST MATERIALS TO BE Pfl0110ED BY CONTRACTOR. e L NOT EXC 0 FT-LBS TOURQUE. SEAL WEIR VAN SILICONE SEALANT AFTER FINAL ADJUSTMENT. BJ CONTRACTOR TO ADJUST WEIR lO OESION ELEVATION.WHEN SETTING SCREWS ON MR PLATE DO H •'"'"" �.•.. - r,"' '.s.. / I4P- - JJ ALL STORMSCAEENS REQUIRE REGULAR MAINTENANCE ROPER TO-014 AND y NOT EXCEED SO FT-L85 TOURWE EFAL WEIR ON SILICONE SEALANT AFTER FINAL ADJUSTMENT. TN, 1 {�829� I 9 I i MAINTENANCE WIDENNES FOR DETAILS. .)ALL STORMSCREENS REWIRE REGULAR MNNTENANCE REFER TO OPERADON AND V , _RT�'� -- T \' &)WM REFLECTS DESIGN INTENT ONLY.AcTUA.DR VAULT pIMPN9pN5 AND CONFlWRATW MAINTENANCE REELS WIDMGM FOR DETARS g f, &)DETAIL REilECT4 OEEIC-N INTENT ONLY.ACTUAL VAULT DIMENSIONS AND CONFlWRATW z ® ,� ' I /. `., - WILL BE SHOWN'ON THE PROWCTON SHOP DRAWING. 3 0 IM �L.DG 9\ � � � WILL BE SHOWN ON THE PRODUCTION SHOP ORAWiNG. TYPE 1 1 a I STORMSCREENTM DATA t� I I f W20 ,` r 94��© �I ix - sty'. ., I© `. _ _ � � i :. STORMSCREEN" DATA 91 93.45 1 � WATER QUALITY LOW RATJ_.(CPS) ��.-_ NI -_ ti 94.20 _ i NO.EOF SCREEN FLOW 020 WATER QUALITY' FLOW RATE (CFS) 1.10 94 �pL f �-(i-'t ,d;•8 I (PEAK FLOW RATE (CPS) 15.10 NO. OF SCREEN CARTRIDGES 3 S_ -NI.E. 'SLOPE MATERIAL..DIAMETER PEAK FLOW:RATE:(CFS) 18.80 - ---! 94• CsF 9a.6S � HP' - \ � INLET PIPE 87.60 1.OY PVC 18 LE. SLOPE MATERIAL DIAMETER �� II F5 - A00 :. Q rD� a 94 0'.. I' sE10 C1: �f4 i _ 193.70 'I 87.10 1.0% PVC 18 8 W) 1.2� PVC II till ' _ _. OUTLET(PIPE 84.40 1.2% PVC 18 .11 N.-.�-- OUTLET PIPE s3 so Fs 93. 0 GF s 4o d _ 9 � , s.90 s. f I .10 FS 6 RM 9LL80 FS ��I )_ 2 k 4:45 is ! 1 � � - 3:95 FF 4.40 TC 93.38 F `F® 1 93.5�TC .�0 TC '\ I 9292 FL R 28 ;;. \ 9 29 S 8 0\ 8.30 IE. \�` .•.\ ♦ 1 '. 6 !� .70 09325 RIM 'tea9..65 TO .G 1 ®1.3Y. 87.10 IE `; 92.64 FL 8]90.IF a� 9.15FS N - _ _ � _ �' -v 1rc IFS _ S 9 n� � 93:90 TC 93.34. N ( a 4 77 FS 1 93.70F5 f - ii1 \\\ \\\\ \ e 6 TD 4.5'x8.5':.STORMSCRFEN-TOP VIEW T 6 x 12'STORMSCREEN-.TOP VIEW r�11 FS .ice 93 85 TC 94.20 TC i. _ ',:•;T I ''. \ \ ewn x.Ts 2:. _- 2� 7 93 85 FS je 5':n� I 9�3.7,o FS Kl9 -, 3.+f0 7C: \�1 it `�� DATEI BY nsWsuu 4;. M ._ _ ogre a -_- 6:"x 10'STORMSCREEN' - -_ r reE soN _,...i M �,�.. 94.6o iC n� 9420 FS 948 33,�0 FS - ��0.E ) 4,5 x 8.5 STORMSCREE/STOR GATf -� 1 44.30 FS „94.10 STANDARD DETAIL 2/2 STANDARD DETAIL _ -- ""1"=r"=" _. _,--,_ '/ I I 'T \•, NOTES,DATA AND TOP VIEW $} � --1C NOTES,SITE DATA&TOP VIEW $'L�t/F{�W{I�VA I NANAAMR90 INO. ^w......,,.,.-«.. NANANNtlIs1/Mp. FR cT nvn�' A'-N N ••^^'- C' IMTEa reO.EDT x0: rvu1F: �- 5s5 I xx.Br.s_z.:as nn osaiowc: eDG saB-186) Br st.nn OY,q 9�45 IS \ - "o^ 94.00 TO OrvfD 81:_fAN_DRA LERKNEO BY:.yq_DRAAN 80p 5a8 tBB7 N 5 � � � r h :- 93.0 F8 „1 rv1 n HT :I x HP ^ - I NBT NAN GREEN NIT N13N w STORMSCREENuTol�s u w NO SCALE NO SCALE ) .�I k I I 1 c� f .9s.5o � k3L.DG$ scacE=T••:zo' I Fs "" .� - � fYPE 4, n / T 95.75 PAD ' UNDERGROUND SERVICE ALERT 96.50 FF MI A`I C H ` �' �.._:. � _ GRAPHIC A G R CHI p SCGLE _ _ G DIG ERT \ 40 C814 TOLL FREE R 93 4 c M� ' � 1 v 'I � � 1-800 7 1C G 4 83]IE°! r ✓ I ( IN FEET) 227-2600 911120# 'v�-�-�1 I /' \,v 1 inch= 20 it RJ.H� 4iJ KCI I II E I d,/HI.r 1 Tip 5 nn��/n� QKI'� fC•.l-U.5 T T'B '.IaBdlxa D.ITS BBYORB Too ors �. 1t {� �r'+'92 7 I7 Ie B, r';R i [ I - 1 - :SEAL CITY OF LAKE ELSINORE BENCHMARK: "dam USC AND GS BENCH MARK DISK IN CONCRETE pFOFESS� 5 59¢2 LA PLACE COURT PLANS PREPARED FOR: MONUMENT STAMPED D 307 1935,IS 38FT WEST R,, CRAIG ..WHITTEKER R.C.E.51929 EXP.6/30/0¢ DATEOF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT y� oM•WHlr �� FINE GRADING, PAVINGOF CSUITE 130ARLSBAD,CA 9200¢ FAIR'FIELD RESIDENTIAL SOUTH OF POWER POLE 19319 CWT. � Q Ff. Z THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH AND DRAINAGE PLAN rc m THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND FOR FOR ALLIANCE 5510 MOREHOUSE DRIVE SUITE 200 HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. z U N0.51929 z ? CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE. LAND PLANNING&ENGINEERING INC. Ti (760)431-9896 SAN DIEGO, CA 92121 EXP a-30-O6 .A RAMSGATE APARTMENTS (� FAX: (760)431-8802 ELEV 142576 NAVD 88,HWY ELEV.1423.31 NGVD 29 (858) 457-2123 NOTE THE VERTICAL DATUM FOR THE ROUTE 74 r aM1 K�``P d 4 os LT N . 2 �,d CIVIL ENGINEERING W LAND PLANNING•HILLSIDE DESIGN•SURVEYING PROJECT IS 2.45 FEET LOWER THAN THE VERTICAL OP CAL1E ' EXP. TRACT N®. 25479 SHEETS DATUM FOR THE TRACT IMPROVEMENT PROJECT. NO. DATE REVISIONS BY APPR ROBERT K.MOEHLING CITY NEER E$63056 6/30/O6 �� I:\CAD\0442\Fine-Groding\0442-FG-20SC-SHEET-05.dwg 8710'1F IN OUT EE IE TC ob MATCH 9 Nt-0 - .90 99 77,19, 2 997 FS 'AAR, 0 24-HIGH SEAT WALL""', E PER LANDSCAPE PLANS", 9 i5-7,2 47 EXIST 20, 2 op .8 TC L02-2 /Tc 01 20 CALTR�s S T -1� 0 11-1.1 1� ;,o 140 N11 RIMI L1004 T O�go /4 x /1 99.40 ro 3 Tc V-0 r j FSF 99-D5 FS o 60 4� VA k;�?," .60 gL T, LANS -4, 10020 A -0. TC 4 111� Io F N '97.10 TC FS ! /9 9 L,3.40 9.50/: 49 -,j /v 1930 TC Z, 9& vs- {Z Ti� 9 9-8.o 8.0 og" VVV71 c X1 ZI 99-34 T ZTAYV CHANNEL ' ay -e a TC "v 4' 'k' 00 T Mi ,V-6 6t E b" 99.41 95.4 1E ->a TC"F 49.2 \,P, Aga ayp 66 TZ -.52 99 94 TC 9 Lu 0 FTI \4 UM2 TC 97.0 JE 10FTC FS .11FS I TC 0, 99.40 EXIST.20' 1 DRAINAGE EZS`E`M- EXIST, j I 4F PER INST. 200-�41 999". 11 0 FS 9.2 TC t Im '99.40 TC F JE -,Iv FS84 99.90 TC LP ,ALE=1":20' \. \ \\ \ \ \ \ \ `,, \\ \ - \\,\�� tT\" � \ O i 98,68.FS ,. 99.45 F :.F$•HPM1 \ -A SC P1 JE, 97.30 IE, GRAPHIC SCALE TC 3 20 9932 C�T 32�FS x CL,,FS 4 99 So Te Inch E 98 87 F� I In 20 ft. 99.�7 T( x 99.. Ioc C&q ", �,�, �q 98.� gago T L-.0 TC 1,: 98 90 TC L 100.20 TC 98.0 F UNDERGROUND SERVICE ALERT 979 0 Call:TOLL FREEw. 994.95 Tc HP- F 1-800 'y F x A� 81 ®o " 1 9 94.80 0, 227-2600 EE \SHEE 8, 99. Tio FOR)UN6 DAYS SIMS I" 111 -3-0 FS 80 BENCHMARK: SEAL /0� CrTY OF LAKE ELSINORE EXIST.\2.\ft" 3 Sy 5962 LA PLACE COURT PLANS PREPARED FOR: USG AND GS BENCH MARK DISK IN CONCRETE MONUMENT STAMPED D 307 1935,IS 38 FT WEST CRAIG If.TVHITTEKER R.C.E,51929 EXP.6/30/06 DATE SUITE 130 Or CENTERUNE CALIFORNIA HIGHWAY 74,33 FT �r- FINE GRADING, PAVING CARLSBAD,CA 92008 FAIRFIELD RESIDENTIAL SOUTH OF POWER POLE 19319 CWT. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH AND DRAINAGE PLAN OF ALLIANCE 5510 MOREHOUSE DRIVE SUITE 200 HEIGHT OF LIGHT STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE. GHT ABOVE STATION MARK I METER. No.5192g THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND FOR FOR LAND PLANNING&ENGINEERING INC. To-: (760)431-9896 SAN DIEGO, CA 92121 ELEV.1425.76 NAVD 88,HWY ELEV.1423.31 NGVD 29 EXP 5 CITY AND RAMSGATE APARTMEENTS FAX: (760)431-8802 (558) 457-2123 NOTE: THE VERTICAL DATUM FOR THE ROUTE 74 LOT 257 8 CINIL ENGINEERING-LAND PLANNING-HILLSIDE DESIGN-SURVEYING PROJECT IS 2.45 FEET LOWER THAN THE VERTICAL CP CAO�� EXP. TRACT NO. 25479 VETS DATUM FOR THE TRACT IMPROVEMENT PROJECT. NO. DATE: REVISIONS By APPR ROBERT K.MOEHLING CITY ENGINEER RCE 630 6 6/3OiO6 0 1;\CAD\01 42\Flne-(rading\O442-FG-20SC-SHEET-06-dwg ., ------- - w' f� B�L/DG^8 h-r C (\� 3 -I WI _} 9580 95.0 FS FS.50 # .,. '�t„..`<, 1 1 PE Y 1 _y V� E V H "EI I� SEE V':�EE HP 7. -� - TYPE - II i 86:8 IE ' �I�+Ij+ - i'_ N I 9R.8J PAD `'� V1 �. 2z I'll 2R '°' 1 -_ _t f _ Y 0; N 5% I % 95.75 PAD t^n , I 95. 1 99p/�, _ /- �F LINE s (� ) 9g.0f_ i. tiP d _ 97.6 RIM ,.- _.:.- �I�•�!! lil'17,1111[ r_:,., R �t 4F5 96:50 TC I `.+: 8 ®39R .. 1� 9 V:: �95.82 FS T � I€ ' 95 4 0 37 IE ,RI:14TC' :97 TC 97:86 TC -' - ��'�_» _ W �- . L96�`Q (,•F y998.70 9640 f3 96:10 7C __.�L9.._ ?6 . 6 9.20. 1 t., ..:i -` I,.-_E(_._--.`_.� �-L _..� _ TC _:� 9 7 I 1 „)I -l; I�I I� 99. I A• 8/7�7' fC 6.45 TO I I 95.70 F: 98. TCIII'\ �- HP .. I 85,91 E'G s o 2.oR r°-•<. 9.7 RIM" \4 96.34 TC 95.4'fS 6 j;93 I -s 1 _ FS T 9 20 F _ 98. I \ I I 87.OQ C - 634 FS 98.80 T 95.3 S -C/ 98 70 f " a 15'p1 OR 95.10 TC 7 99.6 96.91 F8 �l 96.3( '- FS,LP 7 6 IE 2X� ® S 94: u �, 86.0 TC �1^y I � „ ,� 99,50 TC a' 9.15 TC _- ` I I I 96.20 rs) �`..�\ 98.SOF., -• 88.32 FS 8.65... 86.8 -_ ,. - 94.80 i 95.70 S iq t MIN 1\.- / 'Nf0 B 3MIfRO MB CENTER LINE OF SWALf) 94.9 ._ v-.y ', ,-• M UIELI) PER OTE it 2 r S 7aP 8. 99.7 TC I I - 0 S TC 3po I I - � O ✓ „� 999.20 S __ �" m .�98:0 I I N I 96.�TC p� ,� 1 94.45 S 90.50 IE I 1.iX:r � 1. l � \ 99.40 T -. •e ` 96.95 TC .I ll n .-_-.- ___^ _.-. _ 96.00 ,I I � < 3 q 98.7 S 98.80 TC - __ 96.OD _I ^p f /y , / Ya 98:1 1 97.19:S 94.95 TC I' 85.3 FL N 6LDG S \ 1 D. 8.85 TC _ I 4.45 FS,NP •. 193.00 E i 000 C FL 9. 2 8.00 TC I 96.20 iC I` y 1 95.80 li 9575 PAD 9a0 - 3„ 99.0 TC g' T 97.0 FL __ N 5,10 TC GV�4.. 96.10 TC FS * 1 H/3=8 38' 12•9. 98.0 - i 85.60 FS $OTTOM FTG 94:5 ' FS I8.7 f ae 94.O IE �=r 1 4.60-FS \ FlY N 0 TC 96 50 FF �I I I I 9ft101 TC 97.73 S 3R I ^� 6'®�BR TC I I _ , 9 0 96.70 TC 8:10 f 99.$0 TC pa 2 F5 /y,2>0/ 98.57 TC 8820 T�_.--1 -.---.__ 8 0 IE 82 TC 99,80 iC 98.07 FS 97.7 F8 +F7 - 96.7D TG 98,20 TC m I 98.70 TC •\ 9.32 fS 99.90 TC 99.30 S I 98,Op 98.20 E5 95.70F5 95.9 TC I\ 99.40 FS 1.57 n .-1 .;z, i uj 70: 99.10 ? \ N1 96.20FS n 96.70 TC ® Hil HP `,'`! 9TO 9:80 FS7.60 TC I FS 97.70 FS 97:10 .�..6. '�\. 9 70 F 100.0E TC B9.Oq TC 83.8 TC 96.28 TC - d -- ,t..- 98:90 \ 988a TC ❑ -`N`"`" 1 I ! 98:50 FS E 0 m• 9:6 TO AO\ `. ,d 90 F8 99.55 FS 98:8 FS 0 95.88 FS 5:1 II�FS 95.78 � 96 2(1 (jF F5 rn m. ° g:15 \ ; 1 I i j 98.10 F \ q 97.50 TC 8 3.851E 100,05 T gg_8$ 95.7 TC 96.50 iF8 I - 1 I I -i-- \ n 9 I 99: FS 16:8 2m 5.28 � 1 4 i 3 i i<• I I 1 •°'V 98.5 IL i R 9 00 FS I 3R 3 GF I I m " 88.30 T \ 70 95.89 T N ( d 96 5� _ t I �g $ 8 0 S ® 95.39 S v� 14 BI 1 I A ,S 1` r FS B•1. L . ..x v- f, :'�° e;r ,...., , 98.15 TC p ^„l*q:' I • I 1 y E t�98:7 FS 98,6.TC 99.5 TC -.n -"v ... :65 FS 4b ' 95.7 m - .- R.-.._ 4 .. - BLDG S r-.4IE - 9. D' 9810 TC x _ �., \\� F3,"' ' -...A d `I P 1rrce._.. 3 - HP 1 '� 1, TYPE 4 + ..� a 4 9S_40 F3 _ i r F ti 95.7 d _ h as.4o 1 ate. n _:..' 98:46 TC 98.75 T.^' D Sl€'.. ..iB. v"`'� '1T _ aA t. .� ` •1, r9 5 IM g5.5 RI Pi 0 1 i,1 {; 94.301E I 1! 4 2 IE 1 98.50 � f OF _ 9:�- �96.50 'DF;I 1 98. f 5 FL Z•65 9 s a9 l\.. ...:�..._ 20 D.F. 2.0 d.F; r HP 10'D.F.#� - �8.,_. E ( ING PER OTT 11 L.EI jl 858, TO B 30 IN fROMM8p1t�p 98,0 F: B; ..�, F V -°o 740 yfi9q - � ,. >2.0'D.F.k �/ 2l � II 8 80 TC F,L ,2 98,3b TgO a. ... .. _ t � 7:8 9.5, \ -, ,� ':.... �/ :<„•y ,. .:, I:-., � :,__ 9540 �=� .1: � 98.15 5.0'�xF. E °FS - �:. aF` ,d /d /F '®2' i 6 / 90.30 T. i. ®^ .6� �4, I 5' , 4, "�Y; 5.5 IE .. # 8'30 TF 9 l /! - / �138a-mo i- 85.63.1fl _ - 98.70 �98.: ,q$'' .. / �,--�--'-_ o li WALL TO HAVE WEEPHDUE // r 97.85 F g. � 8'O.C.IN LEID OF SUBORAIN 1 \ . loam Tc - ,; .� 1 - \ 8,00 is \: ss.sa Fs ; � �- �� � -----_'_------� � ti `y 9895 FS 95.60 6 ' �• 99 VV " ^ .8y0 FS 99.4 TC 98.95 BUILDING 7 # ��F.a 9900 �+T 940' _-- 9910 FF 30' 3.0'. 20'-' A° 98.25 FS I .` 99:2 �. �96.8 1 7` T9.2 C ` I FS . FS °a ^of O ^., / _ �sv: HSSLO�E,HEIG TFOonNc To DAYLIGHT s Y 1 OM OF FOOTING Oy 98:g0FS 9970 C't. 99.60,7�C' ; /- ' �0^ ' 98.60 FL To DISTANCE HT IS W. S• 99,10 fS', / o- 18"STANDARD 70 DAYLIGHTiS W. ^., f00TING.DEPTH g C J 98.90>FS 9960 7 :FS,HP 'e BT! `.tj%'I/ 4 EXTRG DEPn FS /^�/\ry, 0 Z.'2 EOpf .NOTES. 9672 TC p' 99 r% 99.45 TC 99.70 / �/� V'�y�,/!� �// IN F00 NG �Y 9� 141 1.FDEPTH OR FORFDOTING CTUAL EDES SEEGN OSEFNG 9872 FS 9.90.s *. ,i" �O 98.95F� E ; �3 " Vv �c t, O .. / ..��-- -T._-�- 133t:5- _ 2.:BUILD FOR PER PLANS. 9s 78 FS - r -9 �''/` 98.90 N) ,�#O� ✓�' afi a,.° / ( 7 _. _ •9� 'S F 00.10 TC �, O).•,. ,-HP /• /��/ it /! / ~ ? No SCALE SEPARATE PERMIT "qi� ss 6o Fs / / / SECTION A-A s r.� ' 00.5TC X-1+�--F....��: ., 1 0 OO FS �< '\ ""10010�c.®. s9.P.:'€6 , // �l �,/ - , ,� N01'32'40"E 323.17� " i. `•���+ja .tit'+,, _ r, �(�,\�..�. �� .�.. %/ �I`, / .. � %r 1' i / / % I -- ,, __ O3� , 199,0,�TG�/ O'1°-' �? 99.40 RIM' p - 8.3 r 99 90 F"�'; x 98.1A I , - .aa RI -'HP - t V ® T ��`��'` \,/ h9 1 / VAS -..�T- �5::. / ' j / ��/ i,. .. 10�.00 C. � �� 24,�, � / / I 1 II( _...___, _.____ __... / 9 `..- _::,. / i °�\ 99.50 '-•„ _., ' T/ �p ', } k. GRAPHIC SCALE r �r , g63 iE ,y�� / i / ' / ' ,:` ~\• -- -- A r I _ � � 99 32 TC i , -:/ �• � � 7ya � r �0``Qo�`�, �. p4' �.� �x'� ^'a % I � i j __.-.� � - .. - � f \, ,. t�,�a IN.FEET} _ 1 ' 1 1 \ 6.60 TC \ 75 1 9930 F5 n .:` 99.72 TC. 94.5 inch 2,FS. I ----_-- / .,. .' SE SECTION A HEREO / 1 / ._j s 37 Tb ', ..r 0q, §S oo, ^• v;1: \' ,/ e^o o - � 99.22F5\� jr/ -�-`__.-----J��' --____",.,� sole. ,,,;eA° ,p cis`9' '' i� •�/ /' ' '"� ', I --- X Yi� I+���=^�`T" �Q,-d`s / \ V ' LINE ✓/ / /, 94 IE C EA DRAIN 7• .' /' / ro�0/ �- UNDERGROUND SERVICE ALERT ''e " 'D1 ERT 4,40 IF 9920 TC TQH ®•vim ___ I. ,.-/ :. -,). .. ---- 4•_.! �- __.__-._ 1 /1� \� �! C911 TOLL FREE 9e.6o 4c 98.70 FS/ NP - L-- - �I \` - -- ------- c 9445 IE 9$.iD:F9 1-800 9820Fsy /f// ' I - --- 227-2600 /' / o - -. - - - -- 9 s TC SHEET ,� -`Y'3 US. ...,,.. 98.2 8 8 FS %. E G�\.. V' / �.r ' A►D BORB/NC DAIS NBPONB BCD DfC 97.o-F ta'e c ~� - .. BENCHMARK: SEAL CITY OF LAKE ELSINORE USC AND GS BENCH MARK DISK IN CONCRETE paoFEss� E Z PLANS PREPARED FOR: MONUMENT STAMPED D 307 1935,IS 38'FT WEST o o GRAIG" WHITTEKER R.C.E.51929 EXP.:6/30/O6 DATE rw§ 5962 LA PLACE COURT 4`FF' M WHlr �� FINE GRADING, PAVING OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT y >F ` THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH AND DRAINAGE PLAN OF SUITE 130 FAIRFIELD RESIDENTIAL SOUTH OF POWER POLE 19319 CWT. " rn c THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND FOR FOR AIsLIANCE CARLSBAD,CA 92008 5510 MOREHQUSE DRIVE SUITE 200 HEIGHT OF UGHT ABOVE STATION MARK 1 METER. u No.s192s z m CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE. TEL (760)431-9896 SAN DIEGO, CA 92121 6XP 8-3R-OB A RAMSGATE APARTMENTS 8 LAND PLANNING&ENGINEERING INC. ELEV.1425.76 NAVD 88,HWY ELEV.1423.31 NGVD 29 � °"'' r' LOT 257 _ FAX: (760)431-8802 (858) 457-2123 NOTE; THE VERTICAL DATUM FOR THE ROUTE 74 / CIML ENGINEERING•LAND PLANNING•HILLSIDE DESIGN•SURVEYING - PROJECT IS 2.45 FEET LOWER THAN THE VERTICAL 9 ar cAL,F r� q/�ExP. TRACT NO. 25479 �S-r{ TS DATUM FOR THE TRACT IMPROVEMENT PROJECT. !.J. DATI REVISIONS BY APPR ROBERi K.MOEHLING CITY-ENGINE 6/30/06 'f I:\CAD\0442\Fine-Grading\0442-FG-20SC-SHEET-07.dwg seanoN A ! SHEET 7 FWATCoo.00 kO e ss.22 \ \ \ \ \ \ \ a \ \ \ \\\\\ `\ - \ `. •, ' � 99.20 TC 98.40 T k :00 IE \.:-j� � p�'100.20 8.90 TC � \ � A VA�4. 98.70 Fs I M � � - 9 Y ATCH LI�I�L _ \ A _ V � Q, zo s.e /` i�..�a.ooNc. rc �. T \...... lfb 7 al 98.10 FS .� \ \ \\ 9aso j 98.80 RIM 70, ,�f \ 97:20 IE 1 \\ Cbv Sao a4 ✓ / / �� 1 ��� V A / HP -`.. \ 98.80 RIM / I 97.70 \\ \ •\• ` \ \ \\\ .� � `�\� \ , •. \��� OF 6 3 RI H. ' / 1 ;' _ f�l.\ ='-- / ,// f ^C �// . \ \ \ \ •\ \ \ \ r- \\\\ •� 07E: TO : TO F>F BERM.C!lIENTER kINE OF SWALE)/ ,NOTE. 70E ( --- \ I'V((CENTER LINB'"' /�. I BE 3? IN'FROMl BLILDING,'SEE ` \\ \ \\ \ •\ \ \ \ '• \\ •� l} t0$E\3'..MIM'EROM'.'B�1ILDING,SEE NOtSWiLE) sFLss ..___ '(\ l ✓ �,,. ',� - - / •,, � N \ \ \ B TIONl=B H EC X \ \ \ \ \ IS;20 �\\ WIDE CAL S \ \ \ \ DRAINAGE F.ASBMk<Ni7Rgf-\ -'.'rt ^ . _ PER::1N8T.//2003-454/ ! \ \ AND SFiE1Ef 04 OFP PLAN // IMPNr PLAN$ HWY 1 0 x BUILDING s SCALE=7":20 l loC oo FF 3.0' 3 G'. zo' +` DISTANCE FROM FOOTWG TO QAIDSRIT \ \ h H=%OPE HEIGHT l�\ 18 STANDARD h 9�Q H/3=48/3 1S 33. \ \ \ ``� \. \ --- GRAPHIC SCALE T FOOTNG.DEPTH '96 �O QISTANCE FROM BOTTOM OF FOOLING \ \ \ `\ --- _ 4AL y � TO 0—IGHT IS 16". \\ \\ \ . 6'EXTRA DEPTH x / UTL } BUILDING.FOOTING \ \ \ \ -\ 3 (IN FEET) s NOTES: \ \ \ \ \ 3 I inch= 20 ft, 1,FOR ACTUAL EXTRA FOOTING DEPTH REQUIRED SEE PLANS. FOR FOOTING DESIGN SEE ARCHITECTURAL PLANS: 2.BA FOOTING PER SEPARATE PERMIT SECTION 13-E3 UNDERGROUND SERVICE ALERT No SCALE \\ \\ \\ \ \\ (r fry DI ERT Calk TOLL FREE \\\ \\ \\ \ �\ \ \ ~\\ t- l x 1-800 227-2600 TfO MOBfIBC DAYS BffOBf 70B BIG \ \ \ BEN+HMARKt SEAL PLANS PREPARED FOR: USC AND GS BENCH MARK DISK IN CONCRETE paoFESS 7•Z�_ CITY OF LAKE ELSiNORE - SUITE 30 PLACE5962 LA COURT OF CENTERLINE CALIFORNIA HIGHWAY 74,3 FIST ��„e�`GM.�NH 'o.�� CRAIG .;:V KER R.C.E.51929:EXP.6/30j06 DATE FINE GRADING, PAVING /� f� 'q A' FAIRFfEL.D RESIDENTIAL SOUTH OF POWER POLE 19319 CWT. ` F 2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH AND DRAINAGE PLAN OF ALLIANCE V�E CARLSBAD,CA 92008 " Q " THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND FOR 5510 MOREHOUSE DRIVE SUITE 200 HEIGHT OF UGHT ABOVE STATION MARK 1 METER. �' o NO.51929 A m FQR LAND PLANNING&ENGINEERING INC. TEL (760)431-9896 SAN DIEGO, CA 92121 IXP 6-30-OB CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE. ELEV.1425.76 NAVD 8$,HWY ELEV.1423.31 NGVD 29 RAMSGATE APARTMENTS FAX: (760)431-8802 CME (858) 457-2123 NOTE: THE VERTICAL DATUM FOR THE ROUTE 74 MT9Te �r /�/` / LOT 257 ® C,3 CML ENGINEERING•LAND PLANNING•HILLSIDE DESIGN•SURVEYING PROJECT IS 2.45 FEET LOWER THAN THE VERTICAL OP CA0 �(•✓4i- 8 q/�7 EXP. TRACT NO.25479 I-I LETS DATUM FOR THE TRACT IMPROVEMENT PROJECT. NO. DATE REVISIONS BY AP PR ROBERT K.MOEHLING CITY ENGI ER CE 056 6/30/06 �6 I:\CAD\0442\Fine-Grading\0442-FG-20SC-SHEET-OB.dwg