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2015-12364 SG (Plans)' t / I T/� I h/ •I I• �• •I i M •/ / 7. '7 1 h! i 17. h1 J a' / c: r � !,. I-. • -a•, 'I. a ► •<• :a ,� a. a ..!•• ',e •;/ r � a• Y;aa•,�• .. , D:A1.G. 'Ial:i! Krll (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. THE MAXIMUM VERTICAL . k N r r'• r•; / ► n r: - •i TOP OF CURB •; I r r r I a I a Y ,t ; . . ,;r ..,t .. >.e' . r.- : e' a ;D• a ,I a.; t r. t .,t. • e' 1• a ! I• •�. L, a-,ra . ,N. ;, h , ^± :; I r 7/ ^ / / u N k . ° ';7 ,� / �. G OF CUT AREA OF CUT (S.F.) U YN •Ya '• 7► r•. f'' •', •.a'� a/ r ;r ;r +,,.t.. a•-. •,• I rI' ., f b. ,�.. •: •t f. f. •/. ,:•; VOLUME OF FILL (C.F.) 0.5 FT PH OF FILL AREA OF CUT (S.F.) • i1 : r aJ ! , ..-/ ! / • , . r ! ►, ^ / / " 4 I : / / /-' r/ 171 1 :..,..�f D/ • : � I 1• , r f. f f ,. ,.f ^ •.I4 / I FG FINISHED SURFACE FS GLENN PRUIM BRIAN MICHAEL ARDOLINO ►1 C7 7' ! y I r :a a' 'r / ••r1 l ., /, C /.. /f •f',. : / Y I / ••! � DATE: ST2 O / f` t /.' e'•; r ;. 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I k / ,/ ! 1 'a' h � 'f1 /• I •!/ /.b►X••, I I ) rL. r )71' / .� I /. r r•/ r• I •i le 'r `r • ., ; . ► /• / I f• r i r ,.f,f, r I ••/ r•.• a / r / r � � • , ;. r. / ti h Y / r a• - ! • 1 Y 1 . •I ^ •+ '► / M, iJ'I J Y '+ i C b J' . / t r • ;.•./ •u a <a' f. .,f•f ^ar .t f ,.7. /., r I �•, / .r Jr rat ! I• ► vJ r r :•rh r. r r•- • h r r •I r -•-rr r•. I I r1 I / I•/a• ► a• b. r .I •.t_ f, h'. t, ,f.., ,r. .. / : f.. f r,.f ,...,/ ► /,. .D t r., /, r l / I' ; /a L ';•'a• / , it a ^ f r: c, I /• l 1, ., . Y: , f ^ ; ..;r 1 I •. 1 . r• • I a •D +, t I: :DI •� rD• • r •'i r r. ,� r r of ••f / � :. r / 'a► % 1. / ,•/'r^ I • � �r 1 : / f / • � • I, r / a• / Y • 1 ^ r d•,I1 /' D. ; ❑ 7" ,., Y ^> a •,^ n *, rf e• ••/ r I I•• / • i a / r .f, r D :I r' •:. /r !r ! •, f ;, �,.. DI ► DI : f. 1 1 / / /.. r :a' s I. •' /ra, Kr /• / ► r ►i +. �; YD: 'f..� : / -' • /:� ; •• /•r�. -. ,.► 1 ;7 N r N - I'.: J r.. 1.. � 'r � r'' I / •ia r 4 :;r. r / r ♦ aI 1! '! / I a! •I' I' Y r f . a•.f.• .; r ' / rI I: I : F •I rc . � r ••!r- r• �• r ..f: 1 1 I a' I :/ F a Y Iv •, w � /: ! r / - /• / Y •/ r e a /a1 I -, I. /,; r., / / r., D. .► r f •J I � / :a^ /!. :I .; ./, :.. /. r ,• I. „/ 1. -,,,•, h' ► p.,•r ,:. /:. .....r a! /•h.• ": :/ a' I ,; r 1•, p. :a • -. r. p• rya•.• /. q..l / , /.. f.. :• / �.,. ,., N:, .: i'• 1' D':f D1 ► ', I I +. •• � a ;f I •. a. r. f,., .! • I a Jam• r ■. e e R, _Ill • +a r f /: / D• Y / • a r •ar r r r .,f �r r a • / •a / r /• I / �•1 r� Y • - '•J'r' • •�D I' 71 r h r r• •r r I f ti r �, r: I �. •Y r , 1 • r•,n r a I ► n /• r I•+ / I r r f SEWERS A. r ./ .h/ B. GAS G ELECTRIC - ► (7601-439-6200 OMWD .► 632-4209 0. TELEPHONE S13C BELL - (./ E. CABLE TV COX COWNICATIONS- (760)-806-9809 X-2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER IS OFFICE 48 HOURS PRIOR TO BEGINNIAG ANY WORK ON THIS FiRal RIME (760)-633-2770. 3. THE CONTRACTOR SHALL HOURS NOTICE I: J. .. I. r (760)-633-2770. ..r • / •, I WITHOUT BENEFIT OF SP J WILL BE SM,FCT TO :, FECT: FI d l I T,,X', V_ ENVIRONI NOTES^ TF 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 2:1 BW (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 4 FT TOP OF CURB AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 1 FT 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) 1.5 FT G OF CUT AREA OF CUT (S.F.) 3. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) 0.5 FT PH OF FILL AREA OF CUT (S.F.) E4RTMr10a( DATA: 175 CUBIC YARDS REMEDIAL 230 CUBIC YARDS EXCAVATION (CUD 30 CUBIC YARDS E4EAN(HETNT (FILL) 200 CUBIC YARDS EXPORT rE ESTIMATE DOES HOT INMUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEfEXCAVATION IF REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMIENCEMENT OF WORK. EARTHS QUANTITIES ARE ESTD44TED FOR PERMIT PURPOSES DALY. (CALCULATED DV A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHiRIW<AGE OR SWELL FACTORS). DEPTH I QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION 7• •t / h► ! I •a / Fllr 1:.. !l _ 1 •MiD- -: r D• rr r- • /� r r r : • • t Ri..e, 209 1 111! 0M, 1, 1111111 '1' 11111111 ft - r. 0.1 :1! 016143 C13741L AIST ;Ti PROV117ED FOR ALL EROSIVE SURFACES. SLOPED RWACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION 4 1 NG EROSIO SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION AM O `/ t FIBER NO EXCAVATION AM GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DI SHALL BE CONSTRUCTED TO CHAAI RUNOFF AROUNU THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHAIIII AGAINST EROSION USING PERMANENT AM TENOOFARY EROSION CONTROL NE6NlES. REVISIONS APPROVED DATE REFERENCES DATE I BMOBIARK 1 LL R _ A. ll 3 I G CITY OF ENCINITAS SURVEY CONTROL POINT IJAR.nS(I REV � I I fVqlr7 1 "1024': PER RECORD OF SURVEY AU BER 18416. ELEVATION: 178.543' DATU& NAVDBB HORIZONAL N/A VERTICAL -NIA _ 1. REVIEW OF THIS PLAN BY SAN DIEG'UITO WATER DISTRICT DOES NOT CONSTITUTE REPFESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF ANY UYI]ERIMM UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. UNLESS GIVEN WRITTEN PER41SSION BY SAN DIEGUITO WATER DISTRICT. 3. CONTRACTOR AHD OWNER ARE RESPONSIBLE TO RELOCATE AND /OR Aal TO GRADE ANY EXISTING WATER FACILITY (FIFE HYDRANT METERS VALVES VALVE BOXES, ETCJ WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MAST FEET CURRENT WATER AGENCIES' STANCARDS COMMITTE (WASC) STANDARDS. IF FACILITIES DO HOT MEET STANDARDS THEN THEY SHALL BE UPGRADED TO CU RENT STANDARDS AT THE 0{t f R 5 EXPENSE. 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 5. MINI" HORIZONTAL ,SEPARATION OF 10 -FEET REQUIRED BETWEEN FIFE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS III BE IN FRONT OF THE PARCEL THEY ARE SERVING. 7. CALIFORNIA STATE 1,A Al BILL AB-1953 IS REQMdU TMT Kl�-I ;I III USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE COPPER JANUARY 1 2010. IN CONPLIANCE WITH THIS LAK THE DISTRICt SHALL REQUIRE ALL MATERIALS TO BE NO-LEAD BRASS PARTS. B. ALL TUBING USED FOR AIR RELEASES, BLOW / a SERVICES SHALL BE PROVIDED WITH CATHODIC PP07ECTION IN ACCOROAAI WITH MC-17 OR NI LANDSWING 1. ALL SLOPES I AND IRRIGATED IN ACCORDANCE WITH PLANti AFFROIll 1118100111whor; q, : f'. ► SD.RSD. a SAN DIEGO REGIONAL STANDARD DRAWINGS SUS DIVISION BOUNDARY EXISTING SPOT ELEVATION EXISTING CONTOUR EXISTINS WATER WIN EXISTING SEWER INTERIOR LOT LINE PROPOSED CURB I GUTTER (6-2) PROPOSED CONTOUR PROPOSED DRAINAGE DIRECTION PROPOSED DRAINAGE 1 PROPOSED RETAINING WALL TYPE C-1 OR PROPOSED PCC PAYING BOTTOM OF PROPOSED SPOT ELEVATION TOP OF FOOTING TF TOP OF WALL TW BOTTOM OF WALL BW ASPHALTIC CONCRETE SURFACE AC TOP OF ASPHALT BERM TB TOP OF CURB TC FLOWLINE FL GROUND ELEVATION G SEWER MANHOLE SMH WATER VALVE WV FIFE HYDRANT PH POWER POLE PP LIGHT POLE LP FINISHED GRADE FG FINISHED SURFACE FS y !100. 0j - i 0 -- w 102.0 TW 001 WB FS 100.0 (102.0 TV (100.0 S -� •' • r i� 1- r / •u I I J- 1 a/ ! a 1 •r •rI Y r � •r w r r• �.^ • 1 / ^ 1 N r rI r /• / r r r• r rr � / ro' . I �r r r r r r I• Fr h I 71 I •1 r a• •r ! t J • r. 1 , r,a1 Via' r . � -; , r / Y a• r' • 1• r r •/ r r • I r / J • l r ,�• •r• t •I yet :t, r/ � •a• �• h r :•r r r •n r /' •Far am r - D / • r'" • 'a' ,;a, , (' , 1 a a. EXISTING EXISTING PROPOSED PROPOSED NET CHANGE IMPERVIOUS AREA STRLICTL03E AREA IMPERVIOUS AREA STRUCTURE AREA 2,388 SF 2,180 SF 2,846 SF 1,975 SF + 253 SF OWNEIVVERW= LOUIS ! ^t HOMES 3351 INDIA SAN DIEGO, CA 92103 SITE ADDRESS 210 HYGEIA ENCDVITAS, CA 1 PORTICHE OF LOT 6 CF LEUCADIA ACREQ MAP 1704 IN THE COUNTY OF SAN DIEGO STATE OF CALIFORNIA A.PIN: 256- 040-28 ONI CERTIFICATE VICBWTY MAP NOT TO SCALE IT IS 7• '�77t t r 7 I ^D• • a''a! ENGINEER MAKE SUCH CHANGES. ALTERATIONS OR III woplIK" r 1. ► I / D• •;I 'I ,I / LOUIS ► DATE SO HOhES INDIA SAN DIEGO, BOAS EMBEERS CERTIFICATE A-0- • a/ CIVIL ENSINEER CALIFORNIA, DORE BUSINESS IN THE FIELD OF r SOIL HEREBY CERTIFY 'f STUDY OF THE SOIL CONDITIONS / r OR UNDER DIRECTION DATES AM ONE J COPY OF r REPORT CO WILED FROM 771IS STUDY REC0*11EN124TIma HAS BEEN / TO THE OFFICE OF ENGINEER r. HAVE 1 / THESE MADING I CERTIFY THAT THE r,. q► FOE NO: 34 037 EXP. CHRISTIAN WHEELER ENGINEERING l4 migm / I 1 i r O r a I D• r• D / •, • a• J•./ T �, l� D a a• ••f t, .'I �; , I v . •.a• r, • r r•u / a r; r •o r r I• r / r 1 �• •/ r r �. r• r r Iffill, 11 Olt, PASCO LARET SUITER 6 ASSOCIATES 535 N. COAST HIGHWAY 101 SOLANA BEACH CA, 51074 PLEA 2241 BMP STATUS: STANDARD i BRIAN MICHAEL AT R.C.E. NO. 71651 EXP. 12- 31 -i5e17 vG I BUR DIM RE-VJEWED El DATE: REVIEi IND DATE � ro rs DATE REVI WE1 BY° I�vt j ■ - � U11 n. '�'"""" °. °nrBMA ", SNGII�tING DIVISION APPItOV BMA TR6 BMA PLANS PR DARED UNDER THE SUPERVISION OF RECOMMENDED X10 APPROV 0 DATE: ir` yil1 BY: � BY: R.G.E. N0. 71651 "^ �" A EFi H R GLENN PRUIM BRIAN MICHAEL ARDOLINO EXP. 12 -31 -i5 PUBLIC WORKS DIRECTOR DATE: ST2 O DATE: d /� 'DA DA • / DA TE: �MM • ' ` �. I��M c J: Sill '� :I��.��:�7c`:11Y��1��M1� � � . , � • SIMPLIFIED GRADING PLAN FOR: 810 HYGEL4 A VENUE PLANNING CASE r ■• #256-040-28 611612015 PLSA 2241 DE LS 4 FDS 21001 \ ss /5.; 7 GS =77.04 ( / i I / / i FOUAD 314" / IRON PIPE LS / 5819 PER RD ' j Ob OVER PRJPEPTY L INE STORM WATER MAINTENANCE AGREEMENT RECORDED AUGUST 25, 2015 AS DOCUMENT NO. 2015 - 449632 OF O.R. HOLD HARMLESS FOR DRAINAGE AGREEMENT RECORDED AUGUST 25, 2015 AS DOCUMENT NO. 2015- 449631 OF O.R. PORTION LOT 6 MAP 4704 L LANDSCAPING NURSERY AREA - -_ _- ` - _ _ CK WAL (HEIGHT B G7 -d [L T O \`.` \\`. ,\ TW-8j,64 \ n` -'E 'N`F's c TO �'� '- A�''`� ��'�. G5=79 6B �� TNI =83.44 .ci /, FG 85.3c., \r \ \ \ GRAIN L_N - T! A V �` r \ ��'' V �• A �� ` - F. ly , 'Gs= 89. -'o B3.O, ON a \V \\ v A �� yA \t3V�\ ECE RFtL -su aP 79.0 TF y \ r A V A r ELNE) APPROX. LOCATION 0' FG 85.3 �- EXISTING SEPTIC TANK I SIN Y TO REApV® Q(IST =CAI _ 857 FS 5 =83.1 B TO BE TARED rw 8=7 p - SF I 1 843 TW 1^ s =8 7 � D RT Aq9:° TF �� R` ,4 " INS �ix " o MASONRY FG 85,3 ' -FG 86.1 RET. NALLI 5' -4" MAX i HT PER SORSD - FG 85.0 � BF ; r✓ 82 7992 I 4644m � > SWALE �� r -010 RETPA9ARY WITH CITY APPROVED O (W glv.2 �.- GE07EXTILff To PREVENT EROSION Tw B BN I PORTION LOT 6 m / /2"-94 m�, , AI T PA MAP 4704 �� / j. �� .F,5 =83.76 f �� // ►�lLYIaO I FS- -�8�3. Q GF 832 T � =82.59 1 64 i BW / L f7 S TF I "PRII Y MA I AFEA=29 SF u- 25b SF F .0 82 FS I � IS � 82 W a Ac N NT1aN Fs =83.5 FS HOUSE ( N74856517 259.81' "A 7777 5i'E t7 .37 0 QOBYGEYAAI 56 -00-28 T ME- NLANOSGAPE0 � G L 4. W14 kLLti 9DT TO 0 �TLIWtt�y CoNN y tat <NU �buwvAlli ®N W FS-96,54 FL =9823 r- FS =9.84 I II I I �I 1II 50.0' 1 1 PCC I83 8 - PC WALE + i FL =98.04 CEMERLINE OF _ ( HYGEIA AVf \r 144 8 V(P I r pcc �►a�K s r EX. PP PRO T 42. ' _ ( IN PLACE SAIPS STA 4+ 1 14' RT 97 MATCH XA P ` 98.32 �FS =9p.43 e s r* a LOT STREET STATION OF INVERT LENGTH i �9J 777 . Svc px-T 'I. E l ��G I F N0. N0. LATERAL AT MAIN OF MAIN AT PL SLOPE %ELEV. PF020SED 6" CURB 10, ME- NLANOSGAPE0 � G L 4. W14 kLLti 9DT TO 0 �TLIWtt�y CoNN y tat <NU �buwvAlli ®N W FS-96,54 FL =9823 r- FS =9.84 I II I I �I 1II 50.0' 1 1 PCC I83 8 - PC WALE + i FL =98.04 CEMERLINE OF _ ( HYGEIA AVf \r 144 8 V(P I r pcc �►a�K s r EX. PP PRO T 42. ' _ ( IN PLACE SAIPS STA 4+ 1 14' RT 97 MATCH XA P ` 98.32 �FS =9p.43 e s SSE UG SEWER LATERAL DATA SEQ. LOT STREET STATION OF INVERT LENGTH DROP TO LATERAL ELEV. LATERAL -Ty Svc px-T 'I. E l ��G . I -: n N0. N0. LATERAL AT MAIN OF MAIN AT PL SLOPE %ELEV. PF020SED 6" CURB 10, PL ELEV. MH RIM SDit' REMARKS Du FW�WOOAO AND 20-30X TOPSOIL, FREE OF sfawa e.� e. Iv; - IE ALSO FREE OF NOXIOUS wLE17S. AT PL PL TO IE FT ELEV. REQ D x* 314" Cl%&ED ROCK LAYER 914LL BE A 1 1 4 +52.45 90.7 23.64 F 1.2 FT e s� 10 ✓AUl T 97 0 97.9 5.5' 92.5 98.2 NO N/A AO BE LEVEL A SHALL BE SIZED BASED �.• 1 , . .. p t! DN CALCULATION. TYPICALLY. THE SLRFACE AREA OF RE BIURETENTION BASIN IS 49 OF M DIPERVIOUS AFEA DRAINING TO IT. ALL a� e I BIDRETENTION PLANTERS TO BE 064 ESSED ( AT LEAST 6" BLOW ADJACENT FINIShEO SURFACE 4/1- e -1 e �o e m � NOT TO SCALE � v r �� 'rn rn rn �� tr e 5AX Qe � o egzr ( ry�}ryy FG 826 4; Q e a � ( a AS9d i a x e� (e AC �f,' �Grt w ora ,4 F NGE° {�. ` e I- � a - 04. e � � o l e !PROP PT r 1 G3 =7824 - "C�.. GS =78.74 �, r L' _ n4 a 85.0 o a e �. fl 1 ( e �' r� 92 a I 97 ? 1 97.7 } FS N74- 51'P I .37 - a e ,' a e - - 269.82 - - 83.0 TW PROPusED MASOW 64.5 TM 90 8 TW 96.0 TW / PR) E r ! ^ E N =_R MAE j3480, ?OS �A WALL 2' MAX 83.1 BN 84.0 BW .. REMOVE &REPLACE IX. 90.0 BW WOOD FENCE AT PL 95.6 BW FOLN7 TAG AAD NAIL LS BOB IF SORSO C-1 �r� � x' , , ��,, 13234. 5478 IN TOP OF WDOO �AVCRETE I- DI "C. 5O 1H hEA�BALSH F�� PCC L19IVEWAY FENCE IN LIEU OF 314" IP PER MAP 13480 LOT I FOLMD HOLE AND X MARK N SSE UG SEWER LATERAL DATA SEQ. LOT STREET STATION OF INVERT LENGTH DROP TO LATERAL ELEV. LATERAL GROUND DEPTH BELOW PAD UPSTREAM BACKWATER - N0. N0. LATERAL AT MAIN OF MAIN AT PL SLOPE %ELEV. PF020SED 6" CURB 10, PL ELEV. MH RIM VALVE REMARKS FW�WOOAO AND 20-30X TOPSOIL, FREE OF sfawa AT MAIN IE LATERAL IE ALSO FREE OF NOXIOUS wLE17S. AT PL PL TO IE FT ELEV. REQ D x* 314" Cl%&ED ROCK LAYER 914LL BE A 1 1 4 +52.45 90.7 23.64 F 1.2 FT 92.4 2.0% 97.9 5.5' 92.5 98.2 NO N/A "A ! . W -r 711 a r I,i v/,T. Sa: 7.:r`! 21.0' 20.0' PCC DRIVEWAY AS T � CD w o No. 71651 9� c Exp. 12/31/ BRIAN MICHAEL ARDOLINO DATE 'S'T CIVIA R.C.E. NO. 71651 OF CAA EXP. 12-31-1-5,11. REVISIONS APPROVED I DATE f PER MAP 13490 i PRIVATE ROAD MAINTENANCE AGREEMENT ••' -' 10 g&874"5 ' TRENCH RESURFACDC PER CITY STANDARD DETAIL a S A 4.45 SEWER SEWER L PVC k��_✓ LATERAL PER LNO S-2$ S-17, S -32 SDGE VAU T 1E--90•7 BUST TO iALL APPROXIMATE I LOCATION OF IXISTING WATER LINES 60 ,FMS n .a2 r-4 l APPROXIMATE 3 6� LOCATION OF EXISTING 69 18.1' 8" VCP SEWER / MATCH E)(. 97.97 TC 97.47 FL Ex. PP PROTECT cn I 5 am RECORDED AUGUST 25. 2015 ASfR� DOCUMENT NO. 2015- 449633 OF O.R. IE 90.91 I HOUSE aS OU WELL MONU£Nf SIMLFMD GD tTlY G PLAN PER ROS 13244 SCALE: 1 " =10' NOT TO SCALE NOT TO SCALE SEWER LATERAL NOTES: 1. CURB, GUTTER & SIDEWALK SHALL BE REPLACED JOINT TO JOINT. 2. NO TUNNELING SHALL BE PERMITTED. GRAPHIC SCALE 1 " =10' 0 10 20 30 DATE gENOMAR L SCALE °` °BMA" D7 UMTRG CT BMA °T ENGDa ERING DIVISION APPROVALS CITY OF ENCHVITAS PUBLIC WORKS DEP"TACENT DRAVaNG NO. CITY OF ENCINITAS SURVEY CONTROL PRINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV /� SIMPLIFIED GRADING PLAN FOR: "1024": PER RECORD OF SURVEY NlM1BER 18416. 124-SG Z , 1 HORIZONAL I"=10' � _ • DATE n'Z • 15 BY: / !° � • BY: ' MASIH MAHER 810 HYGEIA A� R.C.E. NO. 71651 GLENN PRUIM VERTICAL NIA _ PUBLIC WORKS DIRECTOR ELEVATIONt 178.543' �ITUMt NAVDBB - BRIAN MICHAEL ARDOLINO EXP. 12-31 - " DATE: _cJ/ 31/ f -5 DATE: t G /� PLANNING CASE N0: 14 257 BA /CRP A.P.N. #256- 040 -28 SHEET 2 OF 3 812712015 PLSA 2241 kA 2" HARDWOOD MULCH/ GRASS OR CITY DROUGHT T AP APPROVED VED EQUIVALENT PLANTS (TYPJ - * BIOFETENFTION 136REERED SOIL" 2% I 1% LAYER SHALL BE MINL" 24" DEEP SANDY LOAM' SDIL MD( WITH NO MORE PF020SED 6" CURB 10, THAN 5% CLAY CONTENT. ThE MIX SHALL G GUTTER PER ' U 1 t CONTAIN 50-60% SAND. 20-30% COMPOST saRSO G -2 FW�WOOAO AND 20-30X TOPSOIL, FREE OF sfawa 24" LAYER -III III rl 4 SS AND `_IIII -? -I El I El II ALSO FREE OF NOXIOUS wLE17S. SOILNSa ? - 30 MD- hOPE III III III III LINER x* 314" Cl%&ED ROCK LAYER 914LL BE A 2" O MIND" OF 12 BUT MAY BE OIEEPEAED GRAVE LII TO INCREASE Thf INFILTRATION AND -i_ ' STORAGE ABIl.ITY QF ThE DETAIL TFE 12" LAYER OF J= EFFECTIVE AREA OF M BASIN SHALL 3/4" GRAVEL AO BE LEVEL A SHALL BE SIZED BASED **SEE NOTE 1 , . .. p t! DN CALCULATION. TYPICALLY. THE SLRFACE AREA OF RE BIURETENTION BASIN IS 49 OF M DIPERVIOUS AFEA DRAINING TO IT. ALL 91 z9 1 i -i C -u J I I E BIDRETENTION PLANTERS TO BE 064 ESSED HE AT LEAST 6" BLOW ADJACENT FINIShEO SURFACE BIORETEAMON AREA DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE SEWER LATERAL NOTES: 1. CURB, GUTTER & SIDEWALK SHALL BE REPLACED JOINT TO JOINT. 2. NO TUNNELING SHALL BE PERMITTED. GRAPHIC SCALE 1 " =10' 0 10 20 30 DATE gENOMAR L SCALE °` °BMA" D7 UMTRG CT BMA °T ENGDa ERING DIVISION APPROVALS CITY OF ENCHVITAS PUBLIC WORKS DEP"TACENT DRAVaNG NO. CITY OF ENCINITAS SURVEY CONTROL PRINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV /� SIMPLIFIED GRADING PLAN FOR: "1024": PER RECORD OF SURVEY NlM1BER 18416. 124-SG Z , 1 HORIZONAL I"=10' � _ • DATE n'Z • 15 BY: / !° � • BY: ' MASIH MAHER 810 HYGEIA A� R.C.E. NO. 71651 GLENN PRUIM VERTICAL NIA _ PUBLIC WORKS DIRECTOR ELEVATIONt 178.543' �ITUMt NAVDBB - BRIAN MICHAEL ARDOLINO EXP. 12-31 - " DATE: _cJ/ 31/ f -5 DATE: t G /� PLANNING CASE N0: 14 257 BA /CRP A.P.N. #256- 040 -28 SHEET 2 OF 3 812712015 PLSA 2241 kA SILT FENCE PER DETAIL THIS SHEET ra I i i er �,ri PORTI ON LANDSCAPE EFFICIENCY BMP NOTES: 1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT PLANT OR IRRIGATION 5Y5TEM FAILURE 2. REPLACEMENT OF DEAD DYING AND D15EASED VEGETATION 3. ERADICATION OF INVASIVE SPECIES 4. REPAIRING THE IRRIGATION 5Y5TEM AND ITS COMPONENTS WHEN REQUIRED 5. REPLENI5HIN6 MULCH A5 NEEDED 6. 50IL AMENDMENT WHEN NECE55ARY TO SUPPORT AND MAINTAIN HEALTHY PLANT GROWTH 7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS 8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTOR15T5 VIENIS 9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE 10. U5E OF A TIMING DEV15E TO RUN ALL IRRI6ATION (W/BATTERY BACKUP) 11. MAINTAIN THE SYSTEM 6ON515TENT WITH MAWA (MAX APPLIED WATER ALLOWANCE). 12. REPLACEMENT OF VE6ETATION TO BE CON515TENT WITH PLANTS "H'(DROZONE" 13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER ALLOWANCE) EROSION CONTROL PLAN SCALE: 1 ° =20' NOTE. BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL S17E STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. MAWA CALCULATION 68055 LOT AREA TOTAL AREA EXEMPT FROM MAWA CALCULATION TOTAL LANDSCAPE AREA' = 6,4G3 5F = 7,671 5F 42.GxO.62x822 = 21,864 ETO RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. NOT TO SCALE 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 0 FILTER FABRIC �( �o WIRE i� __- SILT FENCE DETAIL NOT TO SCALE NOTE: CONTRACTOR TO MODIFIY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE J °• j • d a e ° ea • e A • e WIDTH AS REQUIRED H • d TO ACCOMODATE ° • • , • ° • ANTICIPATED TRAFFIC 44 4 •• •d • K719' RADIUS • A MIN. 20' MIN COARSE AGGREGATE FILTER FABRIC •• •• ,ROSE , NOTES ENGINEER. 1. HYa9OSEEDING SIAL BE APPLIED TO ALL SLOPES THAT ARE GRACED &I (HORIZONTAL TO VERTICAL) Of? STEEPElq *EN THEY AREA. A. THREE FEET OR MORE IN WIGHT IN FILL AREAS B. FIVE FEET OR MORE IN WIGHT IN CUT AREAS OLESS SLOPE IS NOT SLBJECT TO EROSION ME TO THE' EROSION RESISTANT CHARACTER OF TIE MATERIAL AS APPROVED BY 7HE CITY 2. IRRIGATION SHALL MAINTAIN THE MOISTLIRE LEVEL OF / / LEVEL FOR W GROWTH OF r•, Iar GROWTH. 3. HYZIROSEEDM MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF t LESS THAR 1. 20LBSPER ACRE OF / GLOVER 2. 20 LBS PER AGE OF ZORRO FESCLE 3. 3 LOS PER ACRE OF r 0 r 4. 4 LEIS PER ACRE OF « MILLEFOLIA . ACRE OF OF , 6. 112 LB PER ACRE OF DIMORPHOLEGA 7. t r, QE AND F OF THIS SEBSECTIUN OMITTED ON / rNS M*7E ThE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM ErIHER A PLOLIC STREET O. RESIDENTIAL B. r1EM A OF THIS / �E IOC a NITROGEN FIXING BACTERIA AID APPLIED DRY EITHER BY DRILLING OR BROADCASTIAG BEFORE •/ E r 9. ALL SEED MATERIALS SHALL BE TROSOORTED TO THE JMTTE IN UNOPEAED CONTAINERS WITH THE' CALIFORNIA OEPARTWNT OF FOOD AND AGRlCbLTLFE GERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAREFS. ! NON-PHYTO-TOXIC WETTING AGENTS r D r TO ThE HYDROSEED SLLIRRY AT 77-E DISCRETION OF I f• B. TYPE 1 MLEH APPLIED AT THE RATE OF I LESS THAN ZOOO PER CR 6 MbLCH (STRAW) MAY BE 7► ALL OR PART, FOR HYDRALLICALLY APPLIED FIBER MATERIAL. *EN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE , AECHANICALLY RPM1146 NO LESS PAN 50% OF RE STRAW INTO 77-E SOIL. C. FERTILIZER CONSISTING I OF r / PHOSPH4TE SELFATE_ 16-20--a WITH 15% StLFEAR APPLIED AT THE RATE OF 11 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDEO SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: A. ROUG4ENlNG ThE SLRFACE / " PLANTED OR COMBINATION SLOPES 1. TRACK WALKING STEEPER 2. RIPPING AREAS THAT WILL NOT BREAK UP USIM 17EM 1 ABOVE. B. CONDITIONING THE SI t 1 THAT IT IS SUITABLE FOR PLANTING BY. 1. A01STING THE SLFFACE SOIL MOISTLIRE TO PROVIDE A DAMP BUT NOT SATLRATED SEED :7I 2. TIE ADDITION OF SOIL AMENON34TS, PH AWWTMENT, LEACH716 OR COVERING SALINE SOILS TO PROVIDE V14BLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH LINTIL THE PROJECT IS PERMANENTLY LANMCAPED OR FOR AREAS *ERE HYDROSEEDD46 IS THE PERMANENT LANDSCAPING, L#VTR_ TIE PROJECT IS, COMPLETED AND ALL SECLFITY RELEASED. ADJACENT PROPERTY DIST[MANCE NOTE ALL 77-E WOW PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. IF ANY DIS71ARBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESLLT OF ANY PROPOSED WORK A WRITTEN LETTER OF PERNMION FROM THE ADJACENT PROPERTY OWfR MET BE OBTAINED AND SLBM177ED TO 77-E CITY PRIOR TO START OF ANY SUCH NOW. ANY AUTHORIZED • r 7t PRIVATE f THE CITY IS G•/ VS FOR A STOP-WOW BE ISSLED FOR THE PROJECT LhTIL THE REQUD:EV PERMISSION IS OBTABED. ADDITIONAL N 1. EROSION CONTOL MEASLIRES (E.G. BOAM FIBER MATRIX VEGETATIVE COVER I S 7 7 7► r T / t •.r r t- - SEDDIENT CONTROL MEASLRES (E.G. SILT FENCM, FIBER ROLLS� GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVlM SITE. MATERIALS MANAGEMENT BW MET ALSO BE FOLLOWED TO ENSUE NO CONTACT OF R41WATER WM MATERIALS THAT MAY CONTRIBUTE TO WATER OUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLAQ51ENT OF PORTABLE TOILETS OVER A PERVIOUS SLFFACE. DIRECTLY r ■ IMPERVIOUS AREAS IOCTA) ALLOWED. PARCELS MEANS STORM RUNUFF GEAERATED AND CONVEYED VIA R4PERVIOUS AREAEL SUCH AS ROOF, ROOF MAIN DRIVEWAY. AND STREET. 3. ALL S113JECi TO ARGHTTECTVIAL DESIGN GUIDELINES /✓ FUMIRE SINGLE-FAMILY RESIDENTIAL DEVELCAkENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL M S. KLCAN AVE ENCINITAS, GA 92024) 1 ARE APPROVED AS PER PC RES. QT11 LEGEND GRAVEL BAGS 00000000000 SILT FEIN -X -X- CONSTRUCTION ENTRANCE :; r• L. ORIGINAL GRADE h�Q��ZCNAEL �� ®(�� A4 4 AS l y ti� <i�s � wm No. 71651 o m 1.1' MIN., UNLESS OTHERWISE Exp. 12/31/i.� a CO X71.RVCHONEt R. "l1�Il EDETAM SPECIFIED BY A SOILS ENGINEER GRAPHIC SCALE 1 " =20' 11 NOT TO SCALE B ARDOLINO DATE sl CIVIL @ S8G'iZONA -A EEL m q� 0 20 40 60 R.C.E. NO. 71651 DF CAS EXP. 12 -31 -X Il REVISIONS APPROVED DATE REFERENCES GATE DESIGNED BY DRAWN BY CHECKED BY BENC MARKA� SCALE TRG BMA ENGYWE tNBIIt G DMSION APM V CITY OF ENCH%TAS PUBLIC WORKS DEPARTMENT DRAWMG NO. CITY 02 OF ER RECORD SURVEY EY N1 CONTROL R POINT 184 UNDER THE SUPERVISION OF RECOMMENDED �QO APPR� SIMPLIFIED GRADING PLAN FOR DATE: S IZ r3 BY: 1024: PER RECORD of Si1:1VEY NIA!�R !8416. �' ' �, HORIZONAL I"_=20' PL S PREP RED U � BY: Q �j / �N�+T A A 12364 -SG 1 R. C. E. NO. 71651 MASIH MAHER GLENN PRUIM 810 ,LZYl.�41L� VENUE VERTICAL_ BRIAN MICHAEL ARDOLINO PUBLIC WpOR S DIRECTOR _ ELEVATILNt 178.543' DA1TA•t NAVDBB EXP. 12 -31- DATE. 20 DATE 7 6 �S� A.P.N. 0256- 040 -2B SHEET 3 OF 3 9/ /1 S PLANNING CASE N0: 14 -257 BA /COP 611612015 PLSA 2241 PORTI ON LOT 6 MAP 17 04 -. _ .. .. i i i� .�ar�s.�".leere. .. •� ivy � # �' � '.. �_.�i � -# y N , �3 AM 50.0: SILT HEDI'E PER 810HYGMAVIL 25, 25.0' Ax THIS SHEET: l r I �n �s CENIERLIhE OF MYGEIA AVE T\ k tl - v Mti0}„isf v . t 4 i . F GRAVEL DAM L OEYAI THIS (TYPJ� v SIT FENCE PER L!�i,1 ^1`t INNS ION ENTRANCE QETAIL THIS ShEF1 PER Of TABL THIS SHEET ., 1 r 3� - s• . a.i � �i a : GRAVEL BAG CHECK D LOT 1 P A0 SHEET GRAVEL BAG CHECK DAM PER DETAIL THIS SHEET (TYP) I - EROSION CONTROL PLAN SCALE: 1 ° =20' NOTE. BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL S17E STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. MAWA CALCULATION 68055 LOT AREA TOTAL AREA EXEMPT FROM MAWA CALCULATION TOTAL LANDSCAPE AREA' = 6,4G3 5F = 7,671 5F 42.GxO.62x822 = 21,864 ETO RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. NOT TO SCALE 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 0 FILTER FABRIC �( �o WIRE i� __- SILT FENCE DETAIL NOT TO SCALE NOTE: CONTRACTOR TO MODIFIY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE J °• j • d a e ° ea • e A • e WIDTH AS REQUIRED H • d TO ACCOMODATE ° • • , • ° • ANTICIPATED TRAFFIC 44 4 •• •d • K719' RADIUS • A MIN. 20' MIN COARSE AGGREGATE FILTER FABRIC •• •• ,ROSE , NOTES ENGINEER. 1. HYa9OSEEDING SIAL BE APPLIED TO ALL SLOPES THAT ARE GRACED &I (HORIZONTAL TO VERTICAL) Of? STEEPElq *EN THEY AREA. A. THREE FEET OR MORE IN WIGHT IN FILL AREAS B. FIVE FEET OR MORE IN WIGHT IN CUT AREAS OLESS SLOPE IS NOT SLBJECT TO EROSION ME TO THE' EROSION RESISTANT CHARACTER OF TIE MATERIAL AS APPROVED BY 7HE CITY 2. IRRIGATION SHALL MAINTAIN THE MOISTLIRE LEVEL OF / / LEVEL FOR W GROWTH OF r•, Iar GROWTH. 3. HYZIROSEEDM MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF t LESS THAR 1. 20LBSPER ACRE OF / GLOVER 2. 20 LBS PER AGE OF ZORRO FESCLE 3. 3 LOS PER ACRE OF r 0 r 4. 4 LEIS PER ACRE OF « MILLEFOLIA . ACRE OF OF , 6. 112 LB PER ACRE OF DIMORPHOLEGA 7. t r, QE AND F OF THIS SEBSECTIUN OMITTED ON / rNS M*7E ThE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM ErIHER A PLOLIC STREET O. RESIDENTIAL B. r1EM A OF THIS / �E IOC a NITROGEN FIXING BACTERIA AID APPLIED DRY EITHER BY DRILLING OR BROADCASTIAG BEFORE •/ E r 9. ALL SEED MATERIALS SHALL BE TROSOORTED TO THE JMTTE IN UNOPEAED CONTAINERS WITH THE' CALIFORNIA OEPARTWNT OF FOOD AND AGRlCbLTLFE GERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAREFS. ! NON-PHYTO-TOXIC WETTING AGENTS r D r TO ThE HYDROSEED SLLIRRY AT 77-E DISCRETION OF I f• B. TYPE 1 MLEH APPLIED AT THE RATE OF I LESS THAN ZOOO PER CR 6 MbLCH (STRAW) MAY BE 7► ALL OR PART, FOR HYDRALLICALLY APPLIED FIBER MATERIAL. *EN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE , AECHANICALLY RPM1146 NO LESS PAN 50% OF RE STRAW INTO 77-E SOIL. C. FERTILIZER CONSISTING I OF r / PHOSPH4TE SELFATE_ 16-20--a WITH 15% StLFEAR APPLIED AT THE RATE OF 11 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDEO SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: A. ROUG4ENlNG ThE SLRFACE / " PLANTED OR COMBINATION SLOPES 1. TRACK WALKING STEEPER 2. RIPPING AREAS THAT WILL NOT BREAK UP USIM 17EM 1 ABOVE. B. CONDITIONING THE SI t 1 THAT IT IS SUITABLE FOR PLANTING BY. 1. A01STING THE SLFFACE SOIL MOISTLIRE TO PROVIDE A DAMP BUT NOT SATLRATED SEED :7I 2. TIE ADDITION OF SOIL AMENON34TS, PH AWWTMENT, LEACH716 OR COVERING SALINE SOILS TO PROVIDE V14BLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH LINTIL THE PROJECT IS PERMANENTLY LANMCAPED OR FOR AREAS *ERE HYDROSEEDD46 IS THE PERMANENT LANDSCAPING, L#VTR_ TIE PROJECT IS, COMPLETED AND ALL SECLFITY RELEASED. ADJACENT PROPERTY DIST[MANCE NOTE ALL 77-E WOW PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. IF ANY DIS71ARBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESLLT OF ANY PROPOSED WORK A WRITTEN LETTER OF PERNMION FROM THE ADJACENT PROPERTY OWfR MET BE OBTAINED AND SLBM177ED TO 77-E CITY PRIOR TO START OF ANY SUCH NOW. ANY AUTHORIZED • r 7t PRIVATE f THE CITY IS G•/ VS FOR A STOP-WOW BE ISSLED FOR THE PROJECT LhTIL THE REQUD:EV PERMISSION IS OBTABED. ADDITIONAL N 1. EROSION CONTOL MEASLIRES (E.G. BOAM FIBER MATRIX VEGETATIVE COVER I S 7 7 7► r T / t •.r r t- - SEDDIENT CONTROL MEASLRES (E.G. SILT FENCM, FIBER ROLLS� GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVlM SITE. MATERIALS MANAGEMENT BW MET ALSO BE FOLLOWED TO ENSUE NO CONTACT OF R41WATER WM MATERIALS THAT MAY CONTRIBUTE TO WATER OUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLAQ51ENT OF PORTABLE TOILETS OVER A PERVIOUS SLFFACE. DIRECTLY r ■ IMPERVIOUS AREAS IOCTA) ALLOWED. PARCELS MEANS STORM RUNUFF GEAERATED AND CONVEYED VIA R4PERVIOUS AREAEL SUCH AS ROOF, ROOF MAIN DRIVEWAY. AND STREET. 3. ALL S113JECi TO ARGHTTECTVIAL DESIGN GUIDELINES /✓ FUMIRE SINGLE-FAMILY RESIDENTIAL DEVELCAkENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL M S. KLCAN AVE ENCINITAS, GA 92024) 1 ARE APPROVED AS PER PC RES. QT11 LEGEND GRAVEL BAGS 00000000000 SILT FEIN -X -X- CONSTRUCTION ENTRANCE :; r• L. ORIGINAL GRADE h�Q��ZCNAEL �� ®(�� A4 4 AS l y ti� <i�s � wm No. 71651 o m 1.1' MIN., UNLESS OTHERWISE Exp. 12/31/i.� a CO X71.RVCHONEt R. "l1�Il EDETAM SPECIFIED BY A SOILS ENGINEER GRAPHIC SCALE 1 " =20' 11 NOT TO SCALE B ARDOLINO DATE sl CIVIL @ S8G'iZONA -A EEL m q� 0 20 40 60 R.C.E. NO. 71651 DF CAS EXP. 12 -31 -X Il REVISIONS APPROVED DATE REFERENCES GATE DESIGNED BY DRAWN BY CHECKED BY BENC MARKA� SCALE TRG BMA ENGYWE tNBIIt G DMSION APM V CITY OF ENCH%TAS PUBLIC WORKS DEPARTMENT DRAWMG NO. CITY 02 OF ER RECORD SURVEY EY N1 CONTROL R POINT 184 UNDER THE SUPERVISION OF RECOMMENDED �QO APPR� SIMPLIFIED GRADING PLAN FOR DATE: S IZ r3 BY: 1024: PER RECORD of Si1:1VEY NIA!�R !8416. �' ' �, HORIZONAL I"_=20' PL S PREP RED U � BY: Q �j / �N�+T A A 12364 -SG 1 R. C. E. NO. 71651 MASIH MAHER GLENN PRUIM 810 ,LZYl.�41L� VENUE VERTICAL_ BRIAN MICHAEL ARDOLINO PUBLIC WpOR S DIRECTOR _ ELEVATILNt 178.543' DA1TA•t NAVDBB EXP. 12 -31- DATE. 20 DATE 7 6 �S� A.P.N. 0256- 040 -2B SHEET 3 OF 3 9/ /1 S PLANNING CASE N0: 14 -257 BA /COP 611612015 PLSA 2241