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2014-12177 G (Plans)[L /SAWCUT LINEI I � OLD A " i NEW P 6 ® 0.56.0' 2 4' 3 2 2% I 5 °k 5% STREET SECTION NOT TO SCALE m 0 [Awy LAW DETAIL NOT TO SCALE 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION, 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION {GREENBOOIQ AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. • r • • f ra, • • - - NOR- i • •r • o T. PRIOR TO BEGINNING SEWER WORK • . •' SHALL SECURE A LWD PERMIT FOR s OF NOTICE • LWD PRIOR TO CONSTRUCTION. LIMITS OF PR 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 9, CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE ATEACH LATERAL LOCATION BY THE CONTRACTOR, 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE W ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING, THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED; AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING, 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. a s •- i - . • ! r i , AS MANUFACTURED BY OR •U , APPROVED B DISTRICT 19. PVC OR VITRIFIED AND WYES MAY BE USED TO TO EXISTING VCP FOR CONNIE01ION OR REPAIR OF r VCP TO • -• • r r r 12" MIN. ** SEE NOTE BELOW �9= 0 HARDWOOD BIORETENTION DETAIL NOT TO SCALE r • • • • 4 Y ., BELOW *SEE NOTE OF - 314" CRUSHED ROCK 1 lit L'Y,l 1'41.1114FS 11I1YY t 4 �• w �9 I'; ,. Or 0 i •R i !il.. (E) LWD$MIH #f01 -8700 72Z x v \\ 1 v %es �� CONSTRUCTIONS NOTES LEGEND SHADOW m PERMEABLE PAVERS PER PROPERTY LINE - - 86.6 88.8 88.7 \ 67.2 i \ ` � CITY OF ENCINITAS STANDARDS SHADOW SEE SHEET 2 FOR DETAIL EXISTING CONTOUR - - - - 24®- - - - - r II � 66.5 7 7 ®FLUSH 6" X 16" CONCRETE CURB EXISTING ELECTRICAL LINE E E PER CITY OF ENCINITAS STANDARDS s ] `I SEE SHEET 2 FOR DETAIL EXISTING GAS LINE G G \ \\ \ DISTRICT TO UPGRADE TO EXISTING SEWER LINE S S 1" WATER SERVICE WITH DUAL TREES �. s EXISITING TELEPHONE LINE T T 681 \ •2 66.7 88.8 SH f ` ; _ \ L \` METER PER WAS WS 09, WC 17, EXISTING WATER LINE W W 1 f � AT OWNER'S EXPENSE �� \ 1 �� tM� F 0� 4� UNI DETAIL SHE PAVERS � w SEE DETAIL SHEET 2 PROPOSED CONTOUR 240 SEPARATE DRAIN SYSTEM FOR FROM EX FIRE HYDRANT +0+ \ 66.6 66.8 �. 87.6 87.81 66.5 \ 9 70.1 ` , IMPERVIOUS ROOFS. DOWNSPOUTS TO I JOIN DIRECTLY TO SUBSURFACE DRAIN (3" PVC) EX MANHOLE TREES r rJf D f 8O PERVIOUS SURFACE DRAIN SYSTEM (3" PVC) PROPOSED DRAIN (3" PVC) ---- - - - - -- Q SHADOW 65,6 % 86.1 66,3 \ 6�,5 .9 68.8 67.5 r 1' \ - \ ^ .2 x.81 I 9 '' Q G SURFACE PER SEPARATE LANDSCAPE PROPOSED CIP TYPE WALL rs - 3" ROOF DOWN SPOUT / 13 7 - -_ s IORETENTIONAREA O ALLOW FOR INFILTRATION AREA DRAIN 0 �" __ -__r = �1 OF WQV RUNOFF FROM IMPERVIOUS �p�_ ,@p q g ��@a ® @q q 'gyp '�,� V)ih'.7 \ 88.4 S6yy�� Y8AY.6 6 .tl 'I l �1 11 fl ,F __�_ ROOFS AND PERVIOUS SURFACES FLUSH 6 X 18 CURB ] A7 ' „ 78 (245 SF AND 203 CF REQUIRED SURROUNDING PAVERS 7Q 294 SF AND 210 CF SURFACE VOLUME PROVIDED \ \ TREES A174 � 8 ^� �' s:T z = PROVIDED) E WAY AND PLUS 407 CF SUBSURFACE VOLUME PERMEABLE PAVERS 6ffi,2 - - j NOT REQUIRED BUT PR ED IN RIGHT OF 65.8 65:8 \ 86.8 66.7 66,8 67.7 Q� " 7 ®.5 = =7711 - _ SEE DETAIL SHEET DRIVEWAY 68.5 TOP FG p�+ '�.�+.� ` ' ,,'„ / 72.17 TyV _ ",� _ - = s 67.5 BOTTOM FG PERMEABLE PAVERS 69 (,� SHADOW / `r "tea a . 18 DESIGNED FOR IN COURTYARDS - 13 THIS BIORETENTIOM AREA ISDES 17 / - - _ _ STORM WATER POLLUTION CONTROL AND SHALL 65.5 .6 65.9 88.7, 66. �. `' _ _ _ _ 9 BE PRIVATELY MAINTAINED. IT SHALL NOT BE DG AREAS u�.9 70.3 76.6 71 ff , v t -• u.+ _ x I x MODIFIED OR ALTERED WITHOUT A PERMIT ONSITE FROM THE CITY OF ENCINITAS LANDSCAPED AREA PER SEPARATE 8" CURB (HEADWALL f 69613 E3FF _ _ A LAN. (1,920 5F) AND FACING CLASS 65.4 5.6 65.9 66.1 86.61 8 66 - - _ - LANDSCAPE P 7 13 S , = - fl -_ - so.q 70.4 I = _ -- �' 9 1 (MAWA 35,747.7 GPY) RIP RAP . R , 73. 7 0;45 F$ ` if CAST SHEET PLACE CONCRETE WALL PER BIORETENTION BASIN a J• ' $ _ .: N.1 OFF 70.E F = - _ Ai-L'GE,O SDRSD C -11 POST CONSTRUCTION ® n e . - , , , - G!i E pp PERMANENT U NECT T SEWS .� 88.3 Be. �a . r . . , ( 70.1 70.5 _ _ _ / 3,0 1� EXISTING SEWER LATERAL BMP: NOT TO BE ALTERED WITH 'ER LWD S-17, S-25:& S-32 / K - ! `, * 79.37 7W {} _ - pi L N PROTECT IN PLACE CITY PERMIT 1 ,r`f / �. 67.1 13W FS x.70 FS r 4 \ SAWCUT EX P ENT 12.0' , 9 g5 .� �1- 73 TW 12 8" CURB (HEADWALL) AND 2'X 2' X 1' FROM CENTERLINE AND ' _;; Il,t FS i ©. _ _ _ = 2-- PAGING GLASS RIP RAP, SEE DETAIL SHEET z DRAINAGE DATA ��� 86:3 66.4 CONSTRUCT AREA PER �• / _ - _ 13 IT MAX HEIGHT PERIMETER FENCE DRAIN TO I.E. TYPE 18 $ - - - - - - - PER SEPARATE LANDSCAPE PLAN DETAIL SHEET 2 _ ` : A D-1 70.2 68.87 3° ATRIUM DRAIN 2 - - � 0 � � 14 PAVERS AND LANDSCAPING TO BE MAINTAINED BY HOMEOWNER D -2 70.2 69.2 3" ATRIUM DRAIN F " \ - \\ _ F_ _ _ _ -_ -2 IN ACCORDANCE WITH ENCROACHMENT MAINTENANCE AND REMOVAL D-3 70.2 69.2 3" ATRIUM DRAIN 66:5.4 68.2 66.a 67. - - - - - _ - x x gg. ` =`• � �4, {�_ COVENANT RECORDED APRIL 14, 2015 AS DOCUMENT NO. 2015 °01.77135 D-4 69.5 68.5 3" ATRIUM DRAIN " D -5 70.2 69.2 3" ATRIUM DRAIN 4 x 12 PCC BERM, SEE DETAIL SHEET 2 J-1 68.80 AREA TO BE LANDSCAPED USING: J-3 68.68 66:7 :6 66.6 65:6 a .3', .7 67:3 67.3 ; + + _ _ _ -_ _ _.� { G- 7 _rte , ` _ It ` = J 4 67.67 ALL SHRUBS (TYPICAL): � ` g ?.25� , *� y- -_- - -_ _ N-� : - _ - � °'- X � ,y �. � �� :�i �� _ _ -- O -1 67.50 J SM BS AL: SPRING SHOWERS SEGMENT LENGTH SLOPE MATERIAL 66.8 66.7 86,6 07 .3 67.4 -- - _ -_ r i 1 Ts MOUND SAND BRUNO CID x - `r _ z x *< POWIS CASTLE 8 D5 D1 33 1.0% 3" PVC D1 J1 7' 1.0% 3" PVC GROUND COVER (TYPICAL): e / Ji -J2 10 1.0/® 3 PVC - _ _ 10 MANNITA SPP. J3 -01 91' 1.30% 3' PVC 1 _ - r� D° MNONTHAUS SPP. - - '� RG RETE 02-J1 5' 8.0®/ 3" PVC 66.8 86.8 66,7 86: ®,, 6.9 67. 6 6 * _ _ - tx ,, .F - e 1 ®� $ �, _ { , C C DI MAP. A D3 J2 6' 8.33% 3" PVC 7 % - HEUCHERA SP D4-J4 9 17.0% 3 PVC 1" - - 5 CB(f 7' ` / FRAGARIA SPP. 67 - . 1 J ti \ ACHILLEA SPP. Lu 68.7! 66, �67.q' ` 7 , 877 + + \+ _ - f 70.6 d 79 �.as - `t / 1 ,7 CONSTRUCT 3'WIDE0.5'DEEP NOTE: \„r > ' ' gg "+ + _ { +i - BIOSWALE FROM DG PATH TO d 6 y5 F \ o RIGHT OF WAY - V SE SAIYIE 67, + + * *F. 5 O - SEE SHEET 2 FOR BEST LANDSCAPE PRACTICES CHECKLIST. p N p ` SECIZOM AS 9LOAMMUOM 2� * :s4 + + ++ -_ _ B 12 cxr� ; j seese�w� OASLU OM SIMEEt 2. THE LANDSCAPE AREA IS 1,920 SF 68. 8 66.61 86.9 as 9 1 _ 7.7 wl. -x . + . ' . +' r \ { �l / SEE SHEET 2 FOR MAWA CALCULATION 5" 9 I - - \ / 'L ,T i g / ALL FENCES/WALLS WITHIN THE FIRST 15 FEET OF THE PROPERTY SHALL NOT TREES 66- L ''- _ - fl rte/ C� / / EXCEED 4' SOLID AND MAY EXTEND AN ADDITIONAL 2', PROVIDED IT IS 50% OPEN. 6619 66.6 ( 67;8 g71 7.8 :3 tl i 725 ASPH G' HOLD CITY HARMLESS FOR DRAINAGE COVENANT E RECORDED ON APRIL 14, 2015 TREES 66.9 i 67.4 3 67.8 x 9 \ - ` ) AS DOCUMENT NO. 2015-0177136 IT w \ . ( 72.5 72.7 1 SHAD / z \ _- w �� BRti&ti \ \ / CONSTRUCTION NOTES \ \ f E� I SYMBOL 18 55 CONCRETE DRIVEWAY -67.1 \ v \ 67.2 67.9 1 68.1\ �' ' s J 440SF ON SITE ,'?: , .'.: ' 402 SF OFFSITE ° 19 6 "TRENCHDRAIN;67.63TG; 16551 .E, v- // SCALE 1 10 srfaOOVa V "A 66.9 7.4t 67.3. 67.6 � 66. 66.2 � �/ c`J ,. @2424CATCH BASIN WITH 1 /3HPPUMP Q wwm TO CONVEY Q100-0.03 CIS TO BASIN; I 0 10 20 30 40 67.5 TG; 640 LE.; PUMP TO HAVE � � �! CHECK VALVE Cc cm 86.7 66.9 \ 6x 87.6 67.6 66.2 66.3 / `` ©I 21' -Z" PVC PRESSURE DRAIN FROM =___ PUM P TO BASI N HEAD WALL OD ASPH 3: NOTE: BASIN AF QUATELY SSED O FTREAT ADDITIONAL 66,7 .8 j/ 67:2 67.47 67.7 67.8 88.2 68.•5 66:3 r PLANNING AND BUILDING x x x x x , AS -BUILT APPROVALS \ TOTAL BASIN AREA REQUIR 0,288SF(294SFPROVIDED) Lu INT. PATE 36CFOF ADD ITIONALVOLUMERE .WIRED.7CFOF ujo EXISTING SURFACE VOLUME AVA ILABLE AND 407 CF zujw ( LWDSMH #81- 0698 PUBLIC WORKS ( �� ✓�l v OF SUBSURFACE VOLUME AVAILABLE, ENGI S N ME DATE PLANNING A114 7(f 15� REVIEWER SRG/ •�sr SIG DATE ICI ENGINEER DATE INSPECTOR E NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED N � G EN AKC AK AKG GItNEERING DIVISION APPROVALS CI P ENCINITAS ® PUBLIC WORK DEPA THE T WIN CONCRETE ORIVEWA`I TRENCH DRAIN 2424CATCH DESCRIPTION: CONTROL STATION "134WCCS1" PLANS PREPAIRE0 UNDER SUPERVISION OF a GRADING(IMPROVEMENTPLAN FOR: w LOCATION: SIDEWALK IN THE SOUTHEASTERLY 13E�0'•fliIMENDE ®: APPROVED: BASIN•2 PRESSURE DRAIN. TES ADDED _ DATE, Di- /s•-l$ 1085 HERMES AVENUE QUADRANT OF LEUCADIA BOULEVARD AND HORIZONTAL: 1 i. - 10 1 T RAFFIC R TRAFFIC SIGNAL VERTICAL. NIA S AVENUE, 37 FEET EASTERLY OF A R.C.E. NO.: 54021 =_ -` MAHER GLENN PRUIM TIM & JENNY STEPP T RECORD FROM: CITY OF ENCINITAS MASIH 254-325-35-W 121 77-G ELEVATION: 178.54, DATUM: NAVD88 ANTONY K. CHRISTENSEN EXP,: 12-31 -2015 DATE?/ 2_ Z / S _ DATE 7/2'/11S T PLANNING CASE NO: CDP 14 -022 SHEET am 1 �s TREE I SHADOW � 88.8 111 88.8 68.9 06.8 89.8 V 89.2 69.8 1 �� A\ 1 x j SHAD -_ - -� E8 S /l .� \.� 55.5 �.� * / \� Yid @ES 85.8 55.8 \ 58.8 8a.9 88.8 59.9 Vol � � x x \ a x x g x O U( y SHADOW ..� �.9 �.� � �. / r _ - Sy�.� 55.1 88.8 .5 56.® `s d� i `tea _ -� ®&.� 9 ®.4 93.9 x +T+ * f z �p + + + - -_ - - _ 8 .8 85.9 sacaoow / / 09.5 88.8 88. , !®� d \ ` 9 ®.1s 9 0.8 s � i � � � t ilP�y� XAJ '3.Q 58.8 /rms.'3 88.2 sea 89.1 89. + + ++ e - 55.9 88.8 88.8 B. 88.8 .7 89.8 89. G V s ASPH 81.8 66.7 .5 ae. 09.8 89.E TREES 88.6 55.8 88.9 88.5 .� 7% 59.8 8 _ -- - _- --------- 1 / \/ / .9 8. I 8 \ .9 89.E0 ++ + + � y 70.8 51 ++ LL + + - {Q}0 "I Be. COMO 8 68.8 66.2 i 8 5 89.9 89:3 * + +, +, - -_. a a BRUSH vo 1 -r 88.5 Be. 8 TREES ! 89.8 89.9 � 9.8 85.8 ° I �~ `, a -3 X2.5 TREE �.� 59.E X9.5 �.9 V 59. �1 92.� 9.9 ! Y. BR x \ � SraauOra � 89.9 � � f. 59.2 r 59.2 .9 581.1 TREES 8 7A 8.3 59.5 85. 58.2 8.2 7 \, x, x x x 88.9 882 //' S. 87.8 89.8 1 85.2 85.8 ASPH N'" � R f f EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT r- -- STEEL OR WOOD POST 24" MIN." 10'(3m) MAXIMUM SPACING WITH WIRE SUPPORT FENCE 8' (1.8M) MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE 12" MIN. ACTS AS SPILLWAY SCALE 1 1 o' PLANNING AND BUILDING 66.7 as.5 �� 89.2 89.�j� 97.9 59.5 1 88.2 \ 68.5 88.3 � � � _ AS-BUILT APPROVALS I x DESCRIPTION • SPECIAL • VO LAYERS OF SANDBAGS ITH ENDS OVERLAPPED 50' MIN ----�► 0 00001 0000000000000 00000001 0000000000000 000°000 0000000000000 0000.000 O 0O 0O O O 0O 0O O 0O 0O 0000000000 000 O O O O O O o O 0 O O O 00 0 o, RIGHT- OF-WAY LINE n x� zo 00 gg STABILIZED CONSTRUCTION ENTRANCE/EXIT NOT TO SCALE CONSTRUCTION ENTRANCE TO BE LOCATED BY CONTRACTOR ONSITE CRUSHED AGGREGATE GREATER THEN 1 IN. BUT LESS THEN 2 IN. ORIGINAL GRADE 1' MIN ON FILTER FABRIC OR AS SPECIFIED BY SOILS ENGINEER SECTION l%CI - m NOT TO SCALE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. EROSION CONTROL PLAN FOR: 1085 HERMES AVENUE HORIZONTAL: 1 10' TIM & JENNY STEPP 12177® VERTICAL: N/A 254-325-35-00 PLANNING CASE NO: CDP 14-022 SHEET 4 OF 4