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HomeMy WebLinkAboutPGP_414 East Hill St_964 GRADING NOTES: QUANTITY ESTIMATE: 1. ALL WORK SHALL BE DONE IN LATEST EDITION WITH THE CITY OF LAKE ELSINORE ORD.,1 801 AND 882 AND APPLICABLE STANDARDS AND 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C., CHAPTER 70. 1. EARTHWORK-CUT- - - - - - - - -30 C.Y. 10. CONC. DRIVEWAY APPROACH- - - - - -280 S.F. 17, A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 2. EARTHWORK-FILL- - - - - - - -9,000 C.Y. 11, 12-WIDE, 6" DEEP EARTH SWALE- - - - 162 L.F. 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATION. 3. CONSTRUCT CONC. CURB/GUTTER - - -50 SF. 12. 12" SQUARE CATCH BASINS- - - - - -5 UNITS 18. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE FINAL SOILS REPORT. 4. 4"0 PVC SDR 35 DRAIN PIPE - - - - 133 L.F. 13, MASONRY RETAINING WALLS - - - - - -180 L.F. 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT(1-800-422-4133) 5. 6" THK. CONC. DRIVEWAY PAVEMENT- -2,000 SF. 14, SAW-CUT EXISTING ACP AND REPLACE - -TOO L.F. 48 HOURS PRIOR TO GRADING. 19. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED 6. CONIC. SEWER SERVICE LINE- - - - - -52 L.F. 15. GAS SERVICE LINE- - - - - - - - - -60 L.F. TO THE BUILDING AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMIT. 7. WATER SERVICE LINE- - - - - - - - 60 L.F. 16. 5' CONC. SIDEWALK- - - - - - - - - 50 L.F. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24-HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. 8. B" CMU FENCE WALL- - - - - - - - 250 L.F. 17 2 1/2" A.C. PAVEMENT W/4" BASE- - -600 S.F. 20.THE SOIL ENGINEER AND ENGINEERING GEOLOGIST SHALL PERFORM SUFFICIENT INSPECTION AND BE AVAILABLE DURING CONSTRUCTION 9. 3" A.C. PAVEMENT W/5" BASE- - - -1,300 S.F. 18 24" SLOPED CONCRETE GUTTER- - - - 50 L.F. 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN THEIR PURVIEW, PART OF THIS GRADING PLAN IS A SOILS 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HOR. TO 1 VERT., UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. REPORT SUBMITTED BY"ASSOCIATED SOILS ENGINEERING INC.". 2860 WALNUT AVE., SIGNAL HILL, CA 90755, DATED MARCH 16, 2007, 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HOR. AND 1 VERT.. UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT EROSION CONTROL NOTES: LOT DESCRIPTION: .. V HAVE LESS THAN 9OX RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 1. ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR ONOTHER APPROVED GROUND COVER. SLOPES OVER .IL��4 3' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C. CHAPTER 70. THE SOUTHERLY 50 FT. DI LOT O L BLOCK B 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER A.S.T.M. D-1557-70 TEST METHOD. OF'IN BOO'S FIRST ADDITION TO ELSINORE ON 2. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING FILE IN DIEG 2, PAGE 1CALIFORNIA.MAPS, RECORDS 9. ALL FILL MATERIALS SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. THE GRADING PROJECT. OF SAN DIEGO COUNTY, CIF 10. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS 3. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT BASIS OF ELEVATION: TESTING AGENCY PRIOR TO THE PLACING OF FILL. THE END OF EACH DAYS WORK, TEMPORARY BENCHMARK (TMB)ON C.L. OF HILL ST. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2'PER FOOT FOR A MINIMUM OF 3', THEN 1% ROAD PAVEMENT AS SHOWN. / 4. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. ASSUMED ELEVATION=100.00 MINIMUM TO FLOWLINE OF EARTH SWALE. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10', AND 2%IF CUT OR FILL IS 5, THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE. GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MIN. OF.5' DEEP AND CONSTRUCTED A MIN. OF 2'FROM THE TOP OF CUT OR FILL SLOPES. 6, ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3' VERTICAL HEIGHT VATHIN 13. PROVIDE 5'WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINACE NUMBER 882 PRIOR TO THE APPROVALOF FINAL INSPECTION. 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. 7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN t ON THESE PLANS. 8. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL S. APPROXIMATE DATE OF: BEGINNING OPERATION:_--___ COMPLETION: 01 (E) (E) WIRE I V ! FENCE! EXISTING ONE STORY ; ; LENESEwER \\ LOT 17 iIII 4i 30' y c' It WIVE 6,_5" FF EL-89A440 1 „ .�. ' I I `' ;s j III---ttf. I I \ \\ \�` // •• / FENCE"WCMUALL I 2� r 88 FENCE (E)PP \ r r• BE REMOVED /'�2�L� cJ 5 it I i I VICI NITY MAP \ ----- --- -j L=t4 .00PIP ' IO'-_ y-w i N.T.S. \ i r 6 i.•tl N 71'-30 1" W .-. -� -• 2 I __ \ I II >n - y 1 R SLOPE~ L=108' I I 1 h. ° CONSTRUCTION NOTES: 1 w Bil O'O1'9 1 TYPICAL EARTH i I I I I I 1 CONSTRUCT MASONRY RETAINING WALL PER DETAIL O SHT. C-2 SECTION "C". 7�}-w,-w -w -w^wF:w w-w -w'w-w 52 E SWALE I 2- CONSTRUCT 4"0 PVC SDR 35 DRAIN PIPE. EIXTENT OF S ET IMPROV I i {N)B' CU B ; ii .1 'w ...2� i 16 i�,a_ EX T OF ALLEY IMPROVT• :z X Y t E D 1'BEYOND ALLEY C.L. FA E I it 1 zl II I 3- CONSTRUCT 12 SQUARE CATCH BASINS AND GRATE PER PART NO. 1200 k 1280 OR EQUAL. w i EXTEND 1' BEYO ST. C.L.. ___ I 11 � 12 lyJ � o I I z (SAVE-CUT ASP ALT AND -� '\rl I _1 d', Iw I I REPLACE u\\li I 3 RIDGE D a <i z i I i 4- CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STANDARD PLAN 207. s� mr °1; g I e' y°TIyy LINE ? w iZ i I I i I 5 - REMOVE AND DISPOSE EXISTING WIRE FENCE ON NORTH AND SOUTH BOUNDARY LINES. ; \ I Yi 1 ii 1' gz )8"CMU 3 i PROPOSED - - ;W ; I ; I 6- SAW-CUT 12"WIDE ACP AND REPLACE PER COUNTY OF RIVERSIDE STANDARD ROAD PAVING. W Al, 1 a. WALL w l I I a 2''GUTTER I. II �. \ d ` TWO STORY BLDG. i$ ;I I ; 7- CONSTRUCT 10 COPPER TYPE"K" WATER SERVICE CONNECTED TO WATER METER. �\ i ' - �,\ •° PAD EL=90.50% LOT 7$ L (N) 8" CMU N i� i 1 I i 8- CONSTRUCT 1"0 SCOTCHED TAPED UNDERGROUND GAS PIPE AND CONNECT TO METER. RET. WALL 2 + I'� O 12 a ; I I I i 9- CONSTRUCT 12" WIDE, 6" DEPTH COMPACTED EARTH SWALE(1X MIN. SLOPE). 1d r i \ \ / I 4•.� ° I O8 I 1 i � 10- CONSTRUCT 2 1/2" ASPHALT CONCRETE TRANSITION OVER NATIVE BASE. L. J I I w \ i i rs \ G °' � O � �I I I 11- CONSTRUCT 60 ABS SEWER SERVICE. CONNECT TO(E) SEWER STUB. VERIFY LOCATION ON SITE. \ J f` •:M d� I I ZI \ -. •y l`J'Q\\* aT.y., I I II1 II �I I - CONSTRUCT MASONRY FENCE WALL PER DETAIL O SHT. C-2 SECTION s-s 'E".s 11©i 14 X MAX .SLOvE4 °PROPO5�p AY 13- CONSTRUCT CONCRETE SIDEWALK PER RIVERSIDE COUNTY STD. DET.• DRI�EW d �' w d \\\ ° ° 4. 38 < 1 I I 1 I I I 14- CONSTRUCT MASONRY RETAINING WALL PER DETAIL ®SHT. C-2 SECTION "C". I \ \. I I- I 4 I •r °a rJ °• Q\\ a • ° _ R.Y. \ \ ( ) SAW CUT (n ,i.. • .I ,�'� r. " °° ° \ ,Qy1> °• U ; ;I a� I 15- CONSTRUCT 3" ASPHALT CONC. PAVEMENT OVER 5" AGGREGATE BASE PER LEMC TITLE 12. A D REPLACE Q i i a 1 41. L ` • e < \\y v1' °.d e •.. ° 4"0 PVC z� jam" d `} ° �Iz i it I 16- CONSTRUCT 2 1/2" ASPHALT CONC. PAVEMENT OVER 4" AGGREGATE BASE PER LEMC TITLE 12. I I a a, l r 3 a djOC 3 1 %SLOPE = 5 `b I I yl d a \, `• W _�in i I�• � --- --- -- -- I 1 I ; 16- CONSTRUCT CONCRETE CURB AND GUTTER PER RIVERSIDE COUNTY ROAD STD. 200. PIPE L 8T \ ---- - -� / --- O6 / 10, N 7Y-30'-31"W tq (E) PROPERTY LINE L=143. 3 -WALL <yoP rem i I i 1 NOTES: RET. WALL E WIRE �� ( ) L, lam\ I I I I 1 1. ALL RETAINING WALLS SHALL BE CONSTRUCTED UNDER A SEPARATE PERMIT FROM BUILDING DEPARTMENT. \ (N) ACP // , >TYPICAL ENREMOVED B J � I 2. ALL ROADWAY CONSTRUCTION ITEMS SHALL BE CONSTRUCTED UNDER AN ENCROACHMENT PERMIT FROM � \ TRANSITION � / \ 2 LLI I Tom' 6'-5' ; J: I I ENGINEERING DEPARTMENT, BASED ON APPROVED STREET IMPROVEMENT PLANS. • ! i Ji I i 3. CONSTRUCTION OF UTILITY LINES ARE UNDER ENCROACHMENT PERMIT SEPARATE FROM GRADING PERMIT. / LOT 19 Q i (E) WARE LEGEND&SYMBOLS: I / FENCE GARAGE I I ( 4" DIA. PVC DRAIN PIPE - i W' ' (N) NEW EXISTING EP INVERT ELEV. Ste' 1%EMIN./0%MAX.w w (E) MASONRY WALL > TCS TOP OF ( ) CONTOUR O O I ; ; EDW EDGE OFCDRIVE DRIVEWAY FY CMU FRONT YARD UNIT 180 (E) I Q I I I (110) EX. ELEV. RY REAR YARD •'I IN) MASONRY WALL -� SWALE FLOW DIRECTION 112 NEW ELEV. SY SIDE YARD PP POWER POLE TOG TOP OF GRATE A -GAS- GAS LINE EXISTING ONE STORY I FTC TO OFG FIN, GR DERB FF FINISH TOW TOP OFFLOO WALL 2 SECTION LINE -w-w- WATER LINE GRADING PLAN J i I L FINISH ACB/ BASE OF DOTING PROPERTY LINE -y-s- SEWER LINE F SCALE:1"■10' PAVEMENT MARK REVISIONS APPR. DA 1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE ADDRESS: 414 EAST HILL STREET T PREPARED BY: SEALIENGINEER PROJECT:E APPROPRIATE CONDITIONS OF DEVELOPMENT AND/DR CITY AND LAKE ELSINORE CITY OF LAKE ELSINORE SHEET STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE CIVIL ENGINEER: LAN N.PHAM �t, N. py CA.92530 -._.._,. ....-. ADDRESS: 12�112 NNDiWOOD ST S p NO 2W OWNER: R.00HA INVESTMENT INC. TITLE: OF 2 �r O ZMe CA 92NO d v r'.}" , Si BENCHMARK: SHELTs KEN A.A. SEUMALO, RCE No. 56915 DATE SCALE: Tm10' PRECISE GRADING PLAN R.C.E.# EXPIRATION DATE: TBM=100.00 FOR 414 EAST HILL STREET r-aE Ntimaea. CITY ENGINEER 29595. }31.09 $C ,td�" AS SHOWN ON PLAN CITY OF LAKE ELSINORE ., ----- DATE: W1012007 �4/IWe/d•w/ �!A7'�fI•��d�Fj.r I��1I✓� i _ i�111MIPIII�II�II�IIpEllm`d1.II�II�IIIIIIRII�IfIIII�IIIIII IIIBBmfImIERIITflllllml ii RIIIIIIIBIR'LREFmIIIITEI@Rmm"'""'�mr ,IIPIF 1fi5mamTm�mmmDm( ITImEBWEmImIINIIERfI mGlfVfuminnli®YIIITIIfVfR[IINrRfllllllam{mlFlnNmm➢mIVITrIURI➢m0lmllmmT➢fmTll[flmIRBImEImllfVmlmm'IIfIINfVfufuflPlPTlrmiuImfmTlrmmmllEafN11191IfIIPmEf9f940m1m{BP9r9mk9[o4uIJ6N71fNmmllulmYufufllfllfl¢o6Y[ucuINMWIRImB94mfIfoI116YINSfoulrollWll6vf74Vf7m9V➢i99f9NRo[mfofGfaflfNmllfllfOfmmfllforllrllnuololn ll.nom4uuumao]Golololor:o:r9lmlmlmlmlml000muomolMlmlminn oW uGmnf uurmmnrfrfrlrnnrl' 30, 35' 67-6' 38' _ . 7'_6• ATTACHMENT NOTE: R/W F.V. R.Y. THE FOLLOWING BMP'S AS OUTLINED IN, BUT NOT LIMITED TO, I THE MANAGEMENT PRACTICE HANDBOOK, CALIFORNIA STORM I 9I QUALITY TASK FORCE, SACRAMENTO. CALIFORNIA 1993, OR THE PROJECT w I LATEST REVISED EDITION, MAY APPLY DURING THE CONSTRUCTION LIMIT IN it:I PROPOSED TWO STORY BLDG. I I I� OF THIS PROJECT(ADDITIONAL MEASURES MAY BE REQUIRED IF I� al FF ELEV.=90.50 wa.Ulw I� DEEMED APPROPRIATE BY THE CITY INSPECTOR) i O I PAD ELEV-90.00 I w 1$ I� CA001- DEWATERING OPERATIONS CAO02- PAVING ELEV. CA003- STRUCTURE CONSTRSUCTION AND PAINTING z I w 2-LAYER a _ ______ __ ______ __ __ CA010- MATERIAL DELIVERY AND STORAGE _________ __________ ____ ____ _________�__________r_________T____ ____�__________r____ ____T_________ __________r_________T_________�__ _______r_ __T__ _____�__ .,.�___ 102.00 r--- � -->I-- ... - - SANDBAG I ___-_20' _ _ 5' S' _ I I I I I I I I I I I I I I. I11 I CA011- MATERIAL USE 1 OO.00 (t-C URB CMU FENCE _ YND �aR ____I_________ __________I_ I CA012- SPILL PREVENTION AND CONTROL ____I_________I___ _____I____-_____ __L___� _______ __ +_ __ ____;_________�___ ____�_________;_________�________� __ _______4_________+________-;_________ -______�_________; CA020- SOLID WASTE MANAGEMENT LTITTET� I [ CONC. DRI EWA I I I I I I I I I ' 'I CMU T ' 96.00 L___ ______ ________ _ _2 F ______1______ __- -------- Y_-__ ____.i__________i____ ____i---_-----�--------- i---------�-- ------ -------L---------4-----------u- ------�=-------a CA021- HAZARDOUS WASTE MANAGEMENT �- I 1 1 1 I I I I I I 1 WALLI. 1 94.00 L_ ____ 15 __1____ _ 1 ___ ____1_-----____L____ ____1_________1__________L_________1_________J__ _______L_______ _1_________J_______ J CA022- CONTAMINATED WASTE MANAGEMENT ._..1....•.. .:. ,... T4%ilaAR------1- 1 1 I I I I I - I I 1______�_________I 3- CONCRETE WASTE MANAGEMENT CA02 CONCRE A 92.00 F__ _ ____ ______ ___}_.__ rt_ _______,L____ ____�__________�____ _________ )_________-____-_-__4__ _______}___-_________-______�________ _+_-___ _________i ESCO1- SCHEDULING 90.00 --''--- Oy --- ^-�-� _- -_ ; 4 __ __;__ _ I _ 1 (N)_ALLEY , ESCO2- PRESERVATION OF EXISTING VEGETATION �� 4 r + }•. 1 I. -T- --- ep Zi /2') ESCIO-SEEDING AND PLANTING __ - , i_ ______r MPA ED B�SE y______ - -- �T- __ LIN T -.r 1 I �--- T--------- r. ? .: _SB.00 I 4 PVL DRA N PIPE __ COMP TIED FILL PAD ELEV. 90_00__ c T r. __-_-_ -� -- ---, „ „ ___ _____ T __ _ _ _ ESC11- MULCHING 4' AG. DN_ NATURAL Q1ND La I r - y 86.00 S' G12AVEL BASE1 I TT I ESC21-OUST CONTROL (SE ) 84.00 4___ ___________;__________ ____;__ ;-_-_-_-___4_ ___+________-{__________j_________+_________{ ______ ___ ; 4 +_ ____{___ _ . ESC24 STABILIZED CONSRUCTION ENTRANCE I ,I I 1 I I I I I I 1 11 I 1 ---------1----------i____1____ _________..-_------_-,-_________y________-..__________i_________i_________i----------L---------I---------11----------I_---------I---------i----------.�_I______ _________. ESC31- TEMPORARY DRAINS AND SWALES N.T.S. 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110.00 120.00 130.00 140.00 150.00 160.00 170.00 180.00 ESC40- OUOTLET PROTECTION ESC50- ULT FENCE SECTION "A-A" ESC52- SANG BAG BARRIER "A - STORM DRAIN INLET PROTECTION ESC55- SEDIMENT TRAP SCALE:1"-lW c ESC56- SEDIMENT BASIN i REINFORCED CONC. % CATCH BASIN S/ , ,m STEEL GRATE ' ( ) FENCE i i AN 4WALLS WLR. z 5 = -__. 47� A 04i E I 1w SWALE FLOW D / Y4 - i 32' l3' - v vi i i LINE BARS O 8"O.C. B.W. J I S.V. J � S.Y. ' ' ;� �"� (E) PROPERTY LINE I u I I a =PAD FINISH GRADE ELEV. PROPOSED TWO STORY BLDG. -FF ELEV.=90.-- w___y____ r _T _ � __ _ __ SANDBAG 1 H2 LAYER ���`102.00 198.00 g_1 ------- '98.00 '---- ----r-------- -- r_---- 4 --- --- CMU RET. i 1 IIIII , �" 4"4 PVC 96.00 ____{____ L ___ J _ L ___ ___ WALL I I ZII I I I Ii �i DRAIN PIPE 94.00 -- L --- J - L --- --- 92.00 - ---_ ----I--------- -- ----- ------- - -------P.LOOR LINE n- 1 Io90.00 -'--- --'------ J /" 1d IIa1288.00 - -i �- � Iw F ,.. 84.00 ----;-- --, At """�+------- -�- ---- ---- --- TYP. CATCH BASIN DETAIL Y - t Y- I �F" I 1 __- -i--- COMPACTEDIFILL 0.00 10.00 20.00 30.00 40.00 50.00 % SCALE:N.T.S. j (E) PROPERTY LINE 1 SECTION "B-B" ' SCALE:1"-IW EROSION CONTROL PLAN SCALE: 1 PROP. LINE O REAR YARD T.O.W. =VARIES 3 HOR. BAR R/W II 1%(MIN.)MIN.)� 1R(MIN.) 2'-6" 7•-6" (E) II 8"CMU WALL PROP. LINE 11 COMPACTED EARTH SWALE BASE lz Iw Iw II 'z #3 HOR. BARS O T.O.W. =VARIES I i� II EVERY 2-BLOCK TYP. SWALE DET. 3�!4 HORZ. BARS i� z II- LAYERS WIRE FENCE Iw p w o G l a I I I SCALE:1/2'-1' SOLID GROUT ON NOTE: ,o a I I� ALL 8" CMU CELLS SEPARATE PERMIT FROM THE BUILDING Ira p la ip I 32 VERT. BARS O w 1 I< x 1 32"O.C. MATH VERT. BARS X DEPARTMENT IS REQUIRED FOR RETAINING IZ p I w DESIGN NOTE: Io 0< I WALLS. ion I" in Iv CONCRETE IN FOOTING TO TEST Im rTN /4 VERT.O 32" O.C. in , N I 2500 PSI IN 28-DAYS �.i 3#4 HORZ.BARS I I CONCRETE BLOCK PER ASTM C-90 I �I 32"O.C. I , GROUT 1-PART CEMENT, 3-PART , GROUT ALL CELLS FIN. GROUND O I I SAND, 2-PARTS PEA GRAVEL, I II WITH VERT. REBARS MORTAR MIX: 1 PART CEM., 1/2 PART i 1 I I I- I i LIME PUTTY, 4 1/2 PART SAND 24" EARIH I4 m II SWALE AS FIN. FLOOR ELEV. FIN. GRND. I FIN. GRADE I I _ _-III: APPLICABLE 1 1/2" X ' = I FF ELEV.=90.50 3#4 HORZ.BARS e ' #4 VERT. BARS i II III- I I-I I I -i� SOLID GROUT ON m - X ; O 16"O.C. ALLEY z I„ - I I-I 1 1-1 1 1-1 1 1' A. , ' I I - COMPACTED SUB-GRADE - 2 PAD ELEV-90.00 ALL 8"CMU CELLS n - I < i I I io- 4"0 PERFORATED DESIGN NOTE: i i 41 I(14 VERT. BARS 1 1 2' I , - _-_--- -_--__ ---ZX O 16" O.C. DRAIN PIPE ON CONCRETE IN FOOTING TO TEST 4"0 PERFORATED / '° I 3' A.C. ON - H4 CONT. VERT. GRAVEL BASE rOMIN S( NIT. GROUND U 12"X12" SAND BED 2500 PSI IN 28-DAYS DRAIN PIPE ON , SOLID GROUT ON 5" GRAVEL BASEI BARS O 32"O.C. .a `wAIeO'Df T ALL 8' CMU CELLS I L • '• PAD ELEV. V CONCRETE BLOCK PER ASTM C-90 12'X72"SAND BED I I . 1 GROUT 1-PART CEMENT 3-PART I I -.. -' .�I�.,t 2-#4 HOR. -III I I I-III ..,i SAND, 2-PARTS PEA GRAVEL./ : �ry I 1 '- ..''.• _ BARS SEE BUILDING STRUCTURAL MORTAR MIX: 1 PART CEM., 1/2 PART U I 2R SLOPE 1 (BY OTHERS) LIME PUTTY, 4 1/2 PART SAND H •�.:_. I- 2'-6" �j µ4 O 16 BENT _ L LBARS `;.. _1 1 I� - "°�: r FTNG TYP. CONC. FOOTING M4 O 16 BENT USE'r FTNG.FOR ENTERK)R FENCE WALLS BARS 2'-g' 1Q" AND'L"FTNG.FOR YARD FENCE WALLS SCALE:1/4"-1' SECTION "C" SECTION "D" SECTION "E" (CMU FENCE ) SCALE:1/2"-1' SCALE:1/r-]' SCALE:N.T.S. E4L./PARED BY: S ENGINEER THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PRE PROJECT: ADDRESS: MARK 414 EAST HILL STREET REVISIONS AP . DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND EZTt LAKE ELSINORE CITY OF LAKE ELSINORE SHEET STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE CIVIL ENGINEER: LAN N.PFUIM pq�� CA�� ADDRESS: 12112 NUTWOOD ST. y v Tieen ONMER: ROCHA INVESTMENT INC. TITLE OF CaARDENOROVE � °�°.�A6 yi BENCHMARK: - OFSH�TB SCALE: 1•-1a PRECISE GRADING PLAN KEN A. SEUMALO, RCE No. 56915 DATE R.C.E.0 EXPIRATION DATE: C1V TBM=100.00 FOR 414 EAST HILL STREET FILE NUMBER: CITY ENGINEER _, AS SHOWN ON PLAN CITY OF LAKE ELSINORE ?B61ts 331-09 "` --- DATE: Ivlar2w