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2004-1488 G (Plans)NoText RETAINING WALL ARROW INDICATES DIRECTION OF VIEW LETTER 'A' NE CAnT INDICATES TFIE VEE F NO. PROFILE NAME WHERE THE PROFILE 15 ff ATM LOCATED TAR INDC TES lf'EL N S. DIRECTION OF SECTION NAME SECTION VIEW i TfiE SfIEET NO REIAI1VM HALL WHERE THE SECTION IS LOCATED SEC y xw KEY RET. WALL ELEVA nOM SECTTON KEY LANDSCAPE AREA FOR BEST MANAGEMENT PRACTICE 2a 0' NO SCALE NOT TO BE MODIFIED WITHOUT 15.0 5.0 1XIS`fl!V!; S/DEII'ALK I-. 11�1:�? -- A PERMIT FROM THE CITY TO BE REMOVED 1 V1 rl 7 1,11 T FT t I CONTRACTOR SNALL DIRECT DR/VEWA?' GRADE TO CENTER LANDSCAPE AREA I J r f� AS MUCH AS PRACTICAL 1, 4 i 3! O2 rte ate. t • I y { ._ a NEW REr e I � J J �' 2 t Vital WALL e �s�x„ T i r a 71 4'PVC /or ,c 5.00 EKISTM OF NEW SIDEWALK W SHED I STA 1 + 47 D x § ` ' � " ' INSTALL 1 WATER SERVICE FL SH W/ (E) SIDEWAL>C ; { ' E O Ltl vorm PL =86.48 3 d 1. td �0•� 5' SE`fBACtf DATE f '.. -,� 0.50 MIN. �+. �`'` ;; ; PER SOWD P -2 F 4 STA 1+50.0 W .� �V 90' 0 100.Ob �• _ _ f ( N OTE ON S HE ET 1) wm A - OPL W A _ _ rL 3 ELEV =66.44 ° 6 6 EXIST. ._ .. NEW 5' • f • - • ��/ r 'r 2.OX I -' 6" SEWER STA 1+37 r k INSTALL 4" SEWER LATERAL Ltd SIDEWALK � � � fi� � �� -� �: • ` r r f � �+ � � ^ � � `\� \��. � \ \ \`, . `r ; r ir r � � r/ PER SORSO S- i3 • • : STA 1+38 6 , \ �C= r WITH S -3 TYPE B CLEANOUT DRIVEWAY �� I , a o ff` \ , . ' r r .o. xlsr. H i � ELEV o PL- 66. t 6 .. p Z r E COVERED r r FOR ALLEY IMPROVEMENTS; • • �� PAT10; / r I r ' WA I ; t ._ , , ,.; SEE SHEET 7. NEW PMVA t \ Jl ra / APOD G -148 PSDR50 • #! bd , .: g . L ' j+' . ••i. �'� r / r d o S I RAISE (LOWER �... OE D A e STA 1+25 • o, i t r g .0 EXISTING METER BOX �Fj �tE�V4�H ��'SS��, d , 3 TO MATCH NEW A.C. DRIVEWAY C L M/�lI�TAINE � ✓ !� r �r 1X E ZO a A D ELEV O PL= 65.5 AY -.. • ' = ER �. \ �� \ r r /�, r -1 L0 r f VN STA 1+ 12 f .:.k,T' :\ �� d Q • i/ r r STA 1 +1T•d1 IN ' ' S '` : t �� 4 ti• err 2 oX INSTALL 4 SEWER LATERAL ELEV O PL =65.52 20 MOD. G- 149 =,:. lE* 61: 1 � � �•� �� j / � f rF � PER SDRSD S- 13 1 • , rr r WITH S -3 TYPE B CLEANOUT AETA lil'ALL LIM 61 4 , � .f FOR DRAINAGE �0 r TO STREET SEE 8 � , � � �� _. `'�.:: �-- :I! If�' � IE ' '� .82 � SYMBOL TRW mw . C DETAIL F' ON �; i d 71.75 62.85 - /r rr SHEET i I 9.3 �. ,` -> a � F •' ;.: , ` • �' T `� �,,, ; r/j r/ / / rj r rj / r . � �<' �..,�� f ,- 71.50 69.80 0= O.54�9 Cfs_� ( E)PP IE . B. L . - ..._ L.. --b�[� SET i / r / r ! P r _ �, 71.50 V-3.42 fps a _ _ - '� j HS S T A 1 + _ 73.00 71.50 O PROPERTY LINE ••( 0 � N 90' 0 0 00.00' i I o a o O PL 75.20 71.50 ELEV O PL =65.22 V 4 7 T/ 7 74.57 �• � - Qp A z i =, ` � : ` :.. c -- � 74.69 71.70 PRIVATE D -27 4 T. $ < . �A 5 . Y }, .,: •`'b s I I �, 71.70 SEE DETAIL E , D 71.70 '4 74.67 SHEET 4 e I / EXIST HOUSE STA 0+96.87 l - t - ENSTING our DW EXsrt CARAGr 75.50 71.70 74.22 71.70 APPROX. BEG. OF I C N STAIR`` r RESIDENCE JIFF ELEV 72.92 I LLl 1 I 74.10 71.80 NEW SIDEWALK O �; 0 ADE PER 66' - 4'PVC O11r CONSTRUCTION JO/ � _ I I / 73.16 71.90 (FLUSH W/ (E) I � I ` ` L J T l -1 , ; 71.75 62.85 71.50 65.98 SIDEWALK) t ' , 4 APN. 258 - 031-04 ELEV O PL =65.14 \� 71.50 70.4 di 40.00 i 3 ROOF DRAIN NOTES MR STOW WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM AU FOOF DRAINS SHALL�JSCNARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/ OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. DRARVAGE SPECM AT70M SYM RIM ELEV. I.E. OUT DESCRIPTION A 71.30 69.97 V AREA RAIN B 70.80 61.22 V AREA RAIN C 71.30 69.97 V AREA RAIN D 70.80 61.42 V R RAIN E 62.85 61.36 V AREA RAIN F 62.85 61.33 V AREA RAIN ESS/p� G 65.50 65.20 SUMP PUMP SEE DETAIL 'S' S. Cp a_ ON SHEET 4 ! S TORNA TER BEST MA NA G PRA C 77CES NOTES � � - ,6 � --+1 J 7 � * Exp. 06 * SCALE: 1'= 10' PERMANENT BMPs 20 30 1. MINIMIZATION OF BUILDING FOOTPRINT, j I V 1 !0 0 10 T. T. ALLOWING RUNOFF TO FLOW OVER AND THROUGH LANDSCAPING WHERE FEASIBLE. F CA i J. THE USE OF MANUFACTURED FILTERS FOR FLOWS FROM DRIVEWAY AREAS. MODIFICATION OF ANY PART OF THE PROPOSED LANDSCAPING OR DRAINAGE SYSTEM WC?ULD BE CONS?DERED A VIOLATION OF THE PERMANENT SUP MAINTENANCE AND MUST BE APPROVED BY THE CIVIL ENGINEER OF RECORD AND BY THE CITY OF ENC/N1TAS. T En eeri ��c. CONSTRUCTION BMPs E N G I N E E R S a P L A N N E S G 8 U R Y O R S DURING - CONSTRUCTION BMPS SHALL BE DENOTED IN THE SITE EROSION CONTROL PLAN SHEET 3 J P.O. BOX 791 POWAY, CA 92074 (619)748 -8333 FAX (60748 -84112 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING ° °� °" ' °� aw °� APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DR NO. 01 cxnr of acn�nrAS ec eooK C1 40 PLANS PR RED UNDER THE SUPERVISION OF RECOMMENDED APP GRADING AND EROSION CONTROL PLAN FOR: eR 1M ON MP OF NOSY _ DATE: - By: a DARST RESIDENCE 1488 -CSR SIDE OF RAIL ROAD TRAt�(5 �,/ NSA / ' Z • Rc.E. No. 27 ! 4 DATE: /a /D DATE 4 B o LOT 13, BLOCK 24 MAP 187 EL- '.I30M FEET. DATUM NO a3 EXP. PLAINMG CASE: 03 -072 SHEET 2 OF 7 F- STAR WWATER POLLUTION CONTROL SUP NOTES RELATIVE TO CONSTRUCTION A. CTI VI TIES CONCRETE WASH OUT • CONTRACTOR SHAU ESTABUSR Am aw AN AmmArur saw CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. 11$ ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY REC£IV/NQ WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. U COIVSTR CT10N SITE ACCESS • A STABILIZED CONSTRUCTION Sff ACCESS SFIXU W FROYMO MR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE MATERIALS! AS GRAVEL AND OR THIS SHALL INCLUDE US/N�G S / If ##M ARE FVW ffWAL BUT � CORRUGATED STEEL PANELS/ PLATES. ARE NOT 100% ESTABLISHED, PROVIDE STORM DRAIN SEDIMENT CONSTRUCTION VEHICLES • A SPECIFIC AREA AWAY FROM CUTTERS AND SIOMMM 3VIALL, RL1' TRAP OR BARRIER PER SC - USE GATED STEEL DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE 1CAL FOR ALL INLETS). GRATES /N THE STABILIZED AND ROUTINE EQUIPMENT MAINTENANCE, ALL MAJOR REPAIRS SHALL BE E DETAIL'C' ON SHEET 4 CONSTRUCTION ENTRANCE, MADE OFF SITE. F TOO STEEP FOR EQUIPMENT EROSION CONTROL AIL '1' ON SHEET 4 1 0�08080 - 0 - 0 "o"o" o"o o"o"0"o - 0"o" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SLOPED SURFACES ESPECIALLY SHALL ME PROTECTED AGAINST EROSION NY 0 0 0 0 0 0 0 0 0 0 0 0 0 ,- INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL — &0000000000000000 300 0 0 0 00000000000 ° o ° o ° o ° o ° o ° 0 ° o MATS, ADEQUATE GROUND COVER VEGETATION, AND IONDED FIBER AUTRIX. ° 3 ° 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° o °° X ° 0 0 0 ° 0 ° 0 0 0 ° 0 0 0 ° 0 ° 0 ° o ° o 0 a ° oo ° o '-' • NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET ,-- �0 �- WEATHER. 3 ° 00000 ° ° 0 0 ° a 0 0 ° o ° 0 ° 0 0 0 0 ° 0 0 0 0 0 0 ° • DIVERSION DIKES SHALL BE CONSTRUCTED TO CNANNEL RUNOFF AR1XW 0 0 0 0 0 0 0 0 0 0 0 0 0 . CONTRACTOR SHALL PROTECT CHANNELS o o a.o 0 0 0 0 0 0 0 o a o 0 THE CONSTRUCTION SITE 0 0 a Q o 0 0 0 0 0 0 0 ° 0 0 Q 0 0 ° 0 0 0 0 0 ° 0 0 0 0 ° 0 0 o AGAINST EROSION USING PERMAN AND TEMPORARY EROSION CONTROL O X0 O 000 Q 0 0 a o 0000000 ° 0 0 a 0 0 o 0 0 O 7 0 0 0 0 0 MEASURES 0 0 0$ o 0 0 0 0 0 0 o a o • REMOVE EXISTING VEGETATION ONLY *M ABSOLUTELY �Rr 3 0 0 0 0 0 0 0 0 LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT o 0 0 o O o 0 0 0 a o 0 0 REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. • TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST -GROWM IF` EXCESSIVE GROUND --� ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL OR DRAIN WATER INHI r • PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE CONSTRUCTION, FOLLOW EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE r DEWATERING PROCEDURE • WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. PER NS -2 OF CALTRANS STORM WATER QUAUTY r HANDBOOK. E ON- SITE Afi47ME STORAGE . r 01 • STORED MATERIAL SHAU BE CONTAINED IN A 2CM FENCE 70 PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE dUiLD1NG LIMITS PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR r SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. • ELIMINATE OR REDUCE POLLUTION OF STORMWATER FVRM STOCKPILES MAY INCLUDE SOIL, PARTING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMWATER DRAIN MNLETS. STOCKPILES SHALL. BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND r PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER ,-- AT ALL TIMES. TRAINING E • CONTRACTORS EMPLOTEE5 WM PERFORM CONSTRUCTION W 7W CfTY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF r ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE MW NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS AND THE PRIME CONTRACTOR MUST INFORM A'p �' SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. oe WASTE MANAGEMENT LEGEND LL CONTRACTOR SHALL. K RE5'PONS IDLE FDIC PRO'PE #rSP0571rG Or ALL _ r WASTES AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR N THE 8 TD OWa ��a TH co P NVEYANCE O srsrE M STRCn�PROHiB>TED. CAN CARRY THEM MNTo r , r r ,._, ( L • NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED W70 �E_ UM/TS OF GRADING - Z STORMWATER BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTERS LIDS SHALL REMAIN CLOSED AT ALL SILT FENCE . CONCRETE WASHOUT AREA CWO PER SC -1, TYP. r -- ' -- r r ~ "' r r T/M£S. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES - , r , , , ... HAZARDOUS MAT'L WASHOUT WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID SEE DETAIL 'A' r-- r RAIN CONTACT WITH ANY TRASH MATERIAL ON SHEET 4 �`' �' r r r TEMPORARY CONSTRUCTION MATERIAL STORAGE WM -1 • MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS. WATER -BASED r PROPOSED AREA PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND, m vv\ MOOD MULCH r CLEARED VEGETATION CAN BE RECYCLED. SON- RECYCLABLE MATERIALS AREAS FLATTER THAN 5% � r MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OR HAZARDOUS GRAVEL BAG BARRIER /BERM MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE 800) STACKED TWO HIGH MINIMUM (U.N.O.) 714 -1 195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS SANITARY/SEPTIC (HIFFY) AREA DETAIL ?' -SHEET 4 O CALL EDCO AT (760) 436 -4131. • POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES RACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE: STABILIZED CONSTRUCTION ENTRANCE o 0 0 0 0 0 0 0 • PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND C!W CKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE TOILETS AWAY FROM STORMORAIN INLETS ON TE7<IPORARY TRASH OUD WASTE WM -5 PREVIOUS SURFACES. .. STORAGE AREA ALL CONSTRUCTION DEBRIS SHAL K KEPT AWAY FROM THE STREET. GUTTER,AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND FLOW PATTERNS —� —� CLEAN UP MATER THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCT1ON (0.5R MINIMUM FLOW SLOPE) SITE. o SILT FENCE SIC-1 j � p m I mA1 j SCALE. 1 = 10' 10 O 10 20 30 � z�,e Tj- Dimensional Enalnee mmmi C 0.1 ENG I N E E R I N G o P L A N N I G G 8 U R Y I N G F J cr►� t P.O. BOX 791 POWAY, CA 92074 (858)748 -8333 FAX (858)748 -8412 66 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING ° a� W APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CrrY OF ENCINMAS BENC c BOOK C140 PLANS P ARED UNDER THE SUPERVISION OF RECOMMEND APP GRADING AND EROSION CONTROL PLAN FOR: qftw mm BRASS PLUG ON 7W OF M)M NORTT�rwES MY � mm- _ , _, �: e� DARST RESIDENCE 1488—OR s�oE of RAIL Rao Tw�cs `�� krinl� [%now M IA a Rc.E X y 2 . y� No. 0062716 DAV— 4 / B 104 ors: �Od LOT 13, BLOCK 24 MAP 187 EL- 58.38 FEET. DATUM N� 83 HN S. EXP. 06 -30-06 PLANNING CASE: 03 -072 SHEET 3 OF 7 F-- 2' -0" ZA I GATE GRREATER THAN 73 MM (MIN.) SMALLER THAN 110 UM (s IN) ;, 3 1/7 MIN. OF SIDEMALK . • � A S' PVC ER FAerec _ ' • MIN .4 aux 13 NOWW 1. SET POSTS AND ATE A t STAPLE ww Ft TD RAR (TIP.) 3170 ww (t2 IMI) AHN, uwcESS OTHERl17SE I 1 MriV. � �' - -- — — — - 4 NY 4 My ( 10 BY t0 CM) THE POSTS. SPECIFIED BY A SOILS ENGINEER r • TRENCH UPSLOPE FM AM CLR. - - -- _ - -- ..' . o-r� � — — — ALONG THE LINE OF POSTS. s C SEAR SECTION A —A A j 4W� PVC rEE 31 4" CLR. CWJShED AGGREGATE OWTER MN n w (S EA. W AY ,/4 O it O.0 EL WAY IN) BUr A"LLER TH CORRUGATED ATED SiE YM (s w) PIPE TD eE FINISHED PLAN / AsoVE -cRA� � CORRUGASTEEL AANELS O 4w O.C. FLUSH w►TH cuaB cLEANOVT w cA oRNnvAL auDE 1/r MIN. 4' x r x r PVC TEE - f 0" t.) CONC. SHALL a w/ 4s WYE --�� CLR. no Ill (12 B►) ow, U�ESS a 4.. s2o— c -25oo 1 .. OTHERWISE SPECIFIED BY A SOILS EATER FABRIC a .a:• — — — — — — _ --"� � ` 4 W f tO 00 2.) SEE ARCHITECTURAL PLANS ENGINEER WTION _ OP110KAL MWEAK LANE — — — — — FOR CUTS IN EXISTING ..: 1 FOR r - � 10" FINISH AIR RISE, RUN, • 06 wr CURB AND GUTTER , N _ SECTION C—C ( -d- IGARRIER AND CHANNELI� SECT O B RUNOFF TO SEDIMENT DETAIL 7 - CONC. STAIR ON GRADE TIG'PPIING T'MPPM DE"a DETAIL PF - MANIFOLD SIDEWALK UNDERDRAK D-27 (PRIVATE) NO SCALE no SCALE - SEE &D. COUNTY STD. DWG. D-27 FOR ADDITIONAL DETAIVNOTES 3� AMCH THE FILTER FABRIC TD 4. IMCKFILL AND COMRACT TAE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL BACKUP GENERA TOR INTO THE TRENCH. WHICH MEET POWER DUPLEX CONTROL PANEL Wf ALTERNATING STANDARD FOR BOTH STARTER OPERATION MOUNTED OUTSIDE 31b � � 31 PANELS OF SUMP IN LANDSCAPE AREA PUMPS RUNNING II B TOGETHER, IS REQUIRED � I p d M NN OR Al TO BE STORED AT ALL I III I JJ - REFER REQUIRED TO TIMES NEAR BY THE a U ACCOMOOIITE DUPLEX SUMP PUMP. 36' DIA. FIBERGLASS P ANH I s > ANTICIPATED PREFABRICATED MANHOLE RIM 65.50E ---� j - I , I. I I- I I I i I, f III III III - I I -I 11 =1 11 =1 11- I 16' MIN COVER II_II DUPLEX HYDROMATTC s GREATEN MODEL- SK75M 4" PVC FORCE I �- Zj AL fm, PUMPS (SCHEDULE 80) ETAIL IA 1 s M rely � SINGLE p POWER SIL T FENCE OR FOUR TIMES THE CIRCUMFERENCE OF THE 230 V LARGEST CONSTRUCTION VEHICLE TIRE, WHICHEVER • 0.75 HP NO SCALE a GREATER • STAGGERED FLOATS SEE IEO �N E21S f1�fG ON PLAN FLOW DETA� � • 100 -Y APPROX.- 1 0 22 FT � TOTAL � DOWNWARD I" LEyEL3 Cr STABILIZED CONSTRUCTION ENTRANCE £ SEE IE ON PLAN SAND OR GRAVEL NO SCALE CONTACT CRAIG O BARRETT PUMPS O TM SUMP ' BAGS - ONE BELOW (619) 232 -7867 AND REFERENCE. DARST 56.50 � , ONE 36" DIA. (TO SPILLAGE) DETAIL r DUPLEX SUMP PCANP r NO SCALE op TRW � EARTH SWALE AT TOP / OF W 11X MIN. SLOPE (� J i 4 SfGNIF7CANTLY OF WALL �� WALL E GRAD � � TO DRAIN OR END WALL •:� ••••) t r DETAIL 'Br _ S ANITARY TOILET (BIFFY) PROTECTM '•,.: i• • '�•.•.•' =III= , ( Tw NO SCALE 4 " "�; •� = I I =III SLOPING BACKFZU ' • "• I I— III —i I I —_ i ':... :: ' =i I =1 11 =I I I I ' 1 Y �WN - GIUVEL RAGS STACKED i MR. WATERPROOFING j"VU KENT - I i GRADE AT TOP OF / / RETAINING PORTION -� -, - TO COMPLETELY SURROUND INLET � -� .; �:.� .• •MEMBRANE OR MIRADRI 861 I I = RMWM WALL T • • ° MEMBRANE OR APPROVED OF WALL AND FOOTING , . �EQU /VALENT - TO TOP OF WALL) III = I I - DESIGN ARE % Aff A PART %•' :'x • '•. --III III — I 11- I —� II (_ OF THIS DETAIL , ;:. ;PROTECTION BOARD 7 1 - ...�Z •::. ` PERMEABLE BACKFILL ,- � •' ' I II `— GRADE AT BOTTOM DRAW • �, III =I II (NO FINES} OF RETAINING PORTION _ 3 — SAND SHALL REST OF WALL / r � BRW AGAINST NATIVE SOIL 1 / - 11 1-- AND BACKFILL- DO NOT ! i INSTALL FILTER FABRIC = ti - . MINIMUM RECOMMENDED ` GRADIENT IX 1 TF 1 111 DETAIL C / �_J . , SEALANT (IF PRACTICABLE) TOP OF / . • -GT RA V BA A T jNL.ET A 4 FOOTING ( EF L — ° NO SCALE . • MULTI —FLOW 6' CONTIGUOUS I — NIT — SURROUND PRODUCT TOP t SIDES WITH r MINIMUM COARSE WASHED SAND BOTTOM OF (< 5% RETAINED ON A 110 AND FOOTING 3" CLR TYP. < SX PASSING A 130 d U.S. STANDARD SIEVE). NOTE: THIS IS 1W A STRUCTURAL DETAIL IT IS FOR NOTE. THIS 6 2W A CONSTRUCTION DETAIL R 6 MEANT TO INSTALLATION OF WATERPROOFING AND FOOTING DRAIN DEFINE THE MEANING OF THE PLAN ABBREVIATIONS 32" MAX c ONLY. I DETAIL V - TYP. RETAINI G WALL DETAIL FG? ,F4 'ar a r WA TERPROORNG AAO DRAIN ML TI 0 W? RETAINING WALL ABBREVIA TIONS 14 a 12-- Tr ; 2 NO SCALE NO SCALE t �- 01m DETAIL V? REINFORCEMENT AT FOOThVG STEP 5. Cp,�. � / NO SCALE � I U. No. 0062716 T n ee nnp Ac J3 w E* ENGINE E R I N G o P L A I G o 8 U R O P.O. BOX 791 POWAY, CA 92074 (858 )748 -8333 FAX (858)748 -8412 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING °� °� °"" w w APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. �` CrrY of ENCWAS BERCMAM 9= C140 J� .� PLANS PARED UNDER THE SUPERVISION OF RECOMMENDED APPR GRADING AND EROSION CONTROL PLAN FOR: ffl= PLUM ON RW of er�cE Y - mm 3 -ft- oq or. A er. DARST RESIDENCE 1488 -CSR sm of ML aW rnaacS vmrrm Dm y • z • s Y R LF- N0' CM71 s DAv-- 4 Z61 04 A A# LOT 13, BLOCK 24 MAP 187 EL- 59.39 FEET. DATUM WD 83 00HN S. EXP• 06 -0 PtAN'NiNG CASE: 03 -072 SHEET 4 OF 7 NoText CHANGE IN MAT'L SPEC. OR BAR SIZE /SPAC 8' C.M.U., SLR GROUT flm= 1500• psi, Fy= 60000. psi #5 ! 32.' Vert a Edg I #4 Q 24' Horiz - ou cu 2 3/4' f 12' C.M.U., SLD. GROUT f'M= 1500. psi, Fy= 60000. psi f #5 ! 32.' Vert E Edg #4 a 24' Horiz o i i 16' C.M.U., SLR GROUT 1 9- C.F.U., SLD. GROUT f'm= 1500. psi, Fy= 60000, psi f'r►= 1500. psi, Fy= 60000. N 8' C.M.U., SLD. GROUT #6 a 8.' Vert E Edg o f #5 ! 32.' Vert !Edg ,�, f M= 1500. psi, Fy= 60000. psi II #4 E 24 Horiz #5 E 16.' Vert E Edg d' C.M U., SLD. Gt�UT 3' 3/4' f'n= 1500. psi, Fy- 60000, psi • #4 ! 32.' Vert a Edg 3/4' ' ; • _ • TOE= #6 ! 16' O.C. ' �► ' ' - - ;•' '_ i ,- 6' i #4 HQRIZ. AS SHOWN •. : 6' IN STEM - - _— #5 HORIZ. AS SHOWN IN FOOTING 2v c U _ #4 HORIZ. AS SHAWN ' i#4 FiEIRIZ. AS SHOWN IN STEM - IN STEM - - #5 HORIZ. AS SHOWN 05 HORIZ. AS SHAWN I I •' ' • IN FOOTING IN FOOTING #4 HORTZ. AS SHOWN IN STEM - #5 HORIZ. AS SHOWN IN FOOTING '- ,_ ,_ , 1_ ,_ RETAINING WALL R,1 RETAINING WALL ' RETAINING WALL KS RETAINING WALL T,1 Scale+ 112' - F-fl' - Scale( 112' = 1' -0' - Scalel 1/2' = 1' -0' - Scale( 112' = 1' -0' - I CHANGE IN MAT'L SPEC. OR BAR SIZE /SPAC CLR M. 8' C.M,U., SLD. GROUT flm= 1500. psi, Fy= 60000. psi #4 E 32.' Vert E Edg #4 E 24' Horiz II= 32` MAX I I 2 3/4' � 18' 120 KarE: 12' ur SEE DETAIL'Pr ON SHEET 3 FOR RETAINING WALL WATERPROOFING AND DRAINAGE , 12' C.F.U., SLD. GROUT f'rr= 1500. psi, Fy= 60000. psi /VETAL V t #5 2 16. Vert 2 Edg #4 E 24' Horiz REINFORCEMENT AT FOOTING STEP f NO SCALE 3' TOE #5 t 16' Q.C. -' - #4 HOR17. AS SHEVR F IN STEM - #5 HORIZ. AS SHOWN IN FOOTING •. w� ti ms/ 3 RETAINING WALL T.2 �NO� -` C'062718 � Ti l im Di Emp, 06-30-M Scale 1/2 I 0 J+ > menslonal En -eerfn Co ENGINE ERI NG o P LAN N 1 V! S U R YO J I LL. P.O. BOX 791 POWAY, CA 92074 (858)748 -8333 FAX (858)748 -8412 aecm REWISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING 0°' °f D1 f °� jw °r APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CiiY OF EN WAS 19MCMW BOOK C140 PLANS 7ARED UNDER THE SUPERVISION OF RECOMMENDED APPR GRADING AND EROSION CONTROL PLAN FOR: WJW PLUG ON TOP OF eRro NMIHMIERL MMLONIAL By o ,, V - 3-11-04 er: DARST RESIDENCE 1488 —OR SIDE OF ML RW TPA= VERTC& N/A y Z • o� �•C•E N 06T76 oAw-- _4( / a d DAV- 4am LOT 13, BLOCK 24 MAP 187 EL- 'W.n FM. DATUM w >!3 HN S. C EXP. oa -3o-os PLANNING CASE: 03 -072 SHEET 6 OF 7 I i Wed TER INDIES SAN awmm WALER olsrRIc72 1.WAnW 11AINS, LATERALS AND SHALL K DUCTED LEGEND ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DEGUITO WATER DISTRICT THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE' �ESCi TK)rV aTD Dim ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. JLVNEESS OTHE WISE NOTED, ALL TO EXISSI MAIMS MILL INSTALL 4` AC PAVEMENT OVER 6 MIA 1,A00 SF RE MADE BY THE CONTRACTOR UNDER THE SUPERVISION OF THE SAN � � � M OEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY ,� ; „y Sl g o Y W CL H AG BASE THE DEVELOPER $^ O n^ n 2^ o i a o I N N «+. N ± N t p Z EXISTING DIRECTION OF FLOW Z PWERE ELEVAT IONS AND GRADES ARE NOT ON THE WA TER W N ` ^ � ` PIl )FILE; Top or PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH O G, � i GRADE OF STREET. t M W �+ �+ W W t W DIRECTION OF FLOW •---•- 4. ALL SERVICES TD LIE CMS IRUC'TE'D CLEitR OF WYE T& � � i o � W 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND � , I '' . METER BOX FOR EACH RESIDENTIAL LOT. 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCHING WORK. PA PA 7. INSTALL FINE HYDRANTS Z5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK MILL I 20• ALLEY NFOW OF WA 6E CONSTRUCTED. FINISH GRA DEE I OF EXri7JNG GRADE R PROVIDE AIR RELEASE ASSEMKIES AT ALL HIGH POINTS w WATER SHOWN DASHED MAIN. 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMRS FROM THE d17 75 -- - 3 i OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN *HERE ° ° ° ° ° ° ° ° ° ° °0 ° ° ° ° ° ° ° ° ° ° 0 0 0 0 0 ° O ° 0 0 0 ° ° ° ° ° ° ° 0 0 ° ° ° ° 0 0 0 0 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °° 0 0 0 000° 0000 00000000 00000000000000 00000000 0000 000000 00000000 0000 000 °000000000000000000000000000 0:.0 0 0 0 WATER LANES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF- -WAY ° ° ° ° 0 000°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °° °° ° ° °° °0 ° ° °0 ° ° ° - I. - O O O O O 0 O O O O O O CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER ONES ARE OFFICE AC CEPTED AND A COPY SENT TO THE SAN DEGUITO WATER DISTRICT MMME �r S M ImicH To rr f � 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE 1 EDGE OF IX /STIMG PAVEMENT l � �+�� PROSPECTIVE CONTRACTORS TO OBTAIN AND RENEW CURRENT SAN SUOMDE PREPARAT10N DEGUITO WATER DISTRICT'S SPECIFICATIONS. SCALES. HORIZ. 1 "= 10' RECOMPACT 90X VERT. I n = 10' 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S LlVSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE Mir ALLEY 1 FOR INSPECTION OF PROJECT. FOR GRADING, RETAINING WALLS,' t ? >>• ( No SCALE 13. FILL AREAS MUST BE COMPACTED TO 90x PRIOR TV PIPE SEWER & WATER CONNECTIONS, SEE ; AO l INSTALLATION. GRADING PLAN.' r 14. APPROVAL OF THIS PLAN BY SOWD DOES NOT CONSTITUTE A � • � _ . °, REPRESENTATION AS TO THE ACCURACY OF, ANY UNDERGROUND UTILLITT, PIPE OR STRUCTURE WITHIN THE LIMITS OF PROJECT. '� 15. ALL EXIS'MG FACILITIES WHICH MAY AFFECT FINAL DE37GN, LE. LINE n C TV ROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE _ _ _ _ ' ` � S TRAM FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 E - -,' EXISTING GRADE FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS -Y 0 'OC �.Of1' p t �* GIVEN WRITTEN PERMISSION BY WATER DISTRICT. H �! 16. WATER CONECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN NEW AC PAVEMENT ' a, e ► a',p f `3.00 r u APPROVED BACKFLOW DEVISE INSTALLED TO THE DISTRICT'S SPECIFICATION. s. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISRICT EASEMENT. REPAIR, �� 13 ' 7 s p r 5 15 mod; MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVISE ARE F G s v� F s r O� RESPONSIBILITY OF OWNER. -� k 74 74.41 o � ♦ o 17. MINIMAL HORIZONTAL SEPERAT 10N OF 10 FEET REQUIRED BETWEEN _ G • FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. UTILITIES TD - — — - --x - - - — - MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER SERVICES 1& CONTRACTOR AND DEVELOPER ARE RESPONSIBLE FOR REPLICATION OF �� l EXISTING METER TD BE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS,VALVE BOXES, ETC.) CONTRACTOR TD RAISED/ LOWERED TO MATL'H THAT ARE AFFECTED BY THIS PROJECT. VERIFY WATER LINE t� L � WITH A.C. (TYP.) LOCATION AND v O 19. CONTRACTOR SHALL SUPPLY DOCUMENTATION SHOWING THAT ANY DEPTH f ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IV A MANNER ACCEPTABLE BY THE SAN OEGU/T0 COUNTY WASTE DIVISION. ' O { 20. USE THE FOLLOWING VARRM COAMINA77ONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLC77ON COUPLINGS AND INTERGRAL BELL END PIPE -+ V FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VER77CLE DIRECTIONS y I l m ^ p h . DO NOT BENT PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION w .� I t 2 W COUPLINGS. USE 9.5 FOOT PLAIN END PIPE LENGTHS WITH DEFECTION = f COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 4 3 I I �•+ N 3 H M W t h 19 -FOOT PLAIN END PIPE LENGTHS WITH DEFECTION COUPLINGS FOR ALL o► ti $ w Vf y + p y 3�1 = + Ci .� RADII BETWEEN' 270 FEET TO 560 FEET. USE AN INTEGRAL BELL END + _ + o O Z ^ o -t PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE o j -I M t � '� g a. 'r �' c O LENGTH TO FOR A CHORD . USE DEFLECTION COUPLINGS ON EACH END W v w O y k t i + :IQ O OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH TINE CURVED m�''q W ` t w .. � i t y 2 W� ALIGNMENT FOR ALL IRADI! BETWEEN 560 FEET TO 1150 FEET. PIPE W F- •. . h� W LENGHHS SHORTER THAN 9 -FEET WILL NOT BE USED UNLESS I X 2 a _ leg SPECIFICALLY AUTHORIZED BY DISTRICT'S REPRESENTATIVE. 21. THE SUBJECT PROPERTY IS CURENTLY SERVED BY A r HATER METER. I I UPON DEVELOPMENT, EACH LOT SHALL BE INDIVIDUALLY METERED. PRIOR o TO THE SALE OF ANY INDIVIDUAL LOT, THE OWNER MAY DOWN SIZE THE EXISTIG METER AND APPLY CREDIT TOWARD INSTALLATION OF NEW METERS ONCE A LOT IS SOLD, CAPACITY CREDIT CANNOT BE TRANSFERRED TO ' THAT LOT. ALL METERS THAT RECEIVE A CAPACITY CREDIT SHALL BE E SECURED AND INSTALLED AT ONE TIME. PRIOR TO MAP RECORDATION OR CERTIFICATE OF COMPLIANCE, THE OWNER SHALL PROVIDE THE SAN j DEGUITO WATER DISTRICT WITH A WRITTEN STATEMENT INDICATING WHICH LOTS WILL RECEIVE CAPACITY CREDIT OR USE THE EXISTING METER. �t f 22. ALL WATER LIFTERS SHALL BE PLACED OUT OF THE TRAVEL WAY. ANY SCALE. 1 - 10 COST OF RELOCATION SHALL BE PAID BY THE APPLICANT. 10 0 10 20 30 S. 00 o� �� , Na 0062716 � * Exp. Od -10-06 Til eerf Inc. CV� ENOI N E E R S 0 PLAN N E 8 o S U R O R 8 J P.O. BOX 791 POWAY, CA 92074 (619)748 -8333 FAX (619)748 -8412 epam REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING ° °� °" p °� °� APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CO MY OF ENCWAS etc 8" 0140 PLANS P RED UNDER THE SUPERVISION OF RECOMME APPR IMPROVEMENT PLAN FOR: A l f i' = t 0' � BRA SS PLUG ON TW OF BRIDGE M�RI MESTERLY BY: e� UNNAMED ALLEY 14$$ —OP SIDE OF RNL RM M= VERTKX 1' = 10' DAB y Z • 4 y ItC.E No. 002716 DAM 4!8/04 OATS: ._ EAST OF LOT 13, BLOCK 24 MAP 187 EL- 69.39 FEET. DAT M MAO 63 N S. EXP. of-50--of PLANNING CASE: 03 -072 SHEET 7 OF 7 H