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'.r ...,-. .... . .. _. .,;.... .... -- �, --.-^"^c^^�-•mss......-..-..4.�,..w.,., _ <br /> A <br /> B <br /> C <br /> ---- - Q E F <br /> rSION DESCRIPTION BY AAP CITY DATE <br /> IV <br /> 5 <br /> Lost Isle <br /> LEGEND Waste Water Project F� <br /> E FENCE-_-. i Slope and Lift <br /> i <br /> –' — (E) CONTOUR I Gravity feed toLift Station: <br /> i <br /> 1/8"per 12"slope required <br /> (E) TREE waste pipe must be minimum 6"under soil <br /> 160'slope equals 20"drop <br /> l (E) STRUCTURE = drain pipes starts at4'6"ngvd29, terminates 160'away at 2'10"n9vd29 <br /> ia <br /> j (N) STRUCTURE <br /> 1straight line <br /> 1808V with turns 180'straight line <br /> ' bathroom �- ' <br /> 210'with turns and rise <br /> x 45 angles,x 90 terms x 45 angels and x 90 turns ~~ <br /> rade 5'/ drain Lift pipe must be minimum r � 4 <br /> g pipe starts at 4'6 ngvd29 Lift tank grade$3 ngvd29 <br /> ngvd29 (6"below grade) grade 4' 24"below grade top of pad 9'3" ngvd29 j <br /> ngvd29 income pipe minimum pipe inlet 20'ngvd29 f. i <br /> 2'10"ngvd29 total rise from lift station to tank inlet= 18' APPROXIMATE .'^ E <br /> SHORE LINE f PAVILLION 1' <br /> f <br /> �(E) TIKI BARd,r ! � <br /> f ''r <br /> "I-X <br /> RESTAURANT � s <br /> -w•`"--.�"� EXISTING POTABLE BAR . - (RW .RAR) <br /> NEW 18'X33' WATER WELL ' <br /> CONCRETE SLAB ^r.,�-•�' <br /> TANK DRAIN (SEE (DETAILS, .• -'''"� <br /> SHEET C002) r_--''~ �` \ <br /> BATHROOMS �'� <br /> SEPTIC MAULER <br /> CONNECTION <br /> N\ vV LIFT f '"' t � <br /> too <br /> STILT r1 t7 N ,�_ "' '� <br /> 6 <br /> S <br /> SEWER c " <br /> DRAIN ; <br /> f � <br /> CY , A <br /> CP <br /> t �►8""t''n / / /` /' _ -- rpt -- - --. f`'.• ,l `�. <br /> 2 <br /> NEW 3" WASTE WATER FORCEMAIN \ <br /> l (SEE TRENCIi DETAIL 3 SHEET <br /> NEW 6'X8' ODOR <br /> SCRUBBER EQUIPMENT ,,r"� <br /> PAD <br /> TWO NEW 7,OOOGA 1 <br /> HDPE WASTEWATER HOLDING TANKS <br /> (SEE DETAILS, SHEET C002) BRUSH H PP7 ®� D --,. <br /> b� <br /> 3 <br /> 3 <br /> I . MAINTAIN A MINIMUM 10' HORIZONTAL AND 1 EXISTING WATER TREATMENT _ Approval of pians shall not be construed to be a <br /> z VERTICAL SEPARATION BETWEEN BURIED POTABLE FACILITY AND TANKS TO BE <br /> permi for or an approval of any violation of any ~� <br /> a AND SANITARY SEWER LINES. REMOVED CONTROL POINTS ELEVATION Section of pan Joaquin County codes of Ordinances -- <br /> BRU-SHa <br /> f <br /> W f <br /> �- 2. MAINTAIN A MINIMUM 3' HORIZONTAL SEPARATIONo T Signed <br /> BETWEEN BURIED POTABLE AND UNTREATED CP-14.64 <br /> WATER LINES. 3.65 <br /> I Date <br /> CP-2 <br /> CP-3 5.01 AF I CQUNTY i3 'DING INSPECTION Pf ----- _ -------- _ _� - --- �4 <br /> CP-4 <br /> 4.01 <br /> a 3. MAINTAIN A MINIMUM 100' SEPARATION BETWEEN <br /> CP-5 I I N 4.53 �._-�--.r_.__----_ U <br /> r WATER TREATMENT AND WASTEWATER STORAGE <br /> TANKS. R noax D _ff CP-6 7.78 r ��_���,4,yy�^^��. �a <br /> I CP-7 7.61 I 1r k �.ox ».t 't `' ALL 1 <br /> _ d �.w, > �� s�G <br /> � L CP-8 7.29 <br /> _,° 4. CONCRETE ENCASE BURIED POTABLE WATER LINES t fi�3 "' r'; ;� ?!�I� �l19"I5% c �(�`�° w I ' �^�j i 1, r,a �� <br /> I"l .. ' ; t n C P–9 i 10.58 .��,. 4�..�I h$ �._O StT�.: O R N O �► <br /> �� TO 10' EITHER SIDE OF POINT OF CROSSING WITH CP-10 5.38 <br /> SANITARY SEWER LINE. elevation �ihaill be , 9�,,,0 N.G•v D• <br /> tPEED INS" "CIONS <br /> "F <br /> /bShtt.Fl r< r <br /> 5. INTERCEPT EXISTING DRAIN LINES AND EXTEND TO , FY ' s"" f s1 Ei � <br /> o PUMP STATION. s.�L SE tvar w. LA. <br /> r. <br /> Q Q Q ;. O <br /> C) <br /> -1� SCALE BAR IS ONE INCH DATE <br /> AT FULL SCALE DESIGNED CM ECO: LOGIC LOST ISLE RES <br /> v ��� JUNE 2008 SRT, <br /> �» 1- NONE + NOT ONE SHEINCET <br /> DRAWN HAK ACKER ISLAND, SAN JOAQUIN COUNTY, CALIFORNIA DRAWING NUMBER SHEET NUMBER <br /> W ° ON rHls siEET FILE T COCISLIItIn Engineers <br /> w Q SCALL ACCORDINGLY LOST07-001 CHECKED CM g SITE IMPROVEMENTS <br /> SITE MAP <br /> a. Rocklin, California PROJECT <br /> C0019 OF <br /> 1 I" <br />