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HomeMy WebLinkAboutTED4002160.7CD Ln o © O Q + cn Q w 7 c� � U O O O Q� w Q� LOW POINT ELEV = 402.83 LOW POINT STA = 1+46.38 PVI STA = 1 +80 PVI ELEV = 401.99 0) O 0) + N 0 LLi > U m > 100.00' VC rn N co U m PVI STA = 3+30 PVI ELEV = 417.30 row- 80.00' VC - w N n m O 6i U w O h 0i Lj 6F% 2: 11 SLOPE I------ -1 420 ------ I ----- ---I- - ---- --- I- 1 410 2 1 1 57'-12"CPPp C.B. 15 TYPE 1) _ STA 1 +4 20 RT -- - - ---GR:--EL.-=-402TAd-Cl- 011 u•_ 400 C.B. 14 TYPE 1 S A 11 + 5.16 16 RT 124t1 GR. EL.=cy f Id3.5 INV. (IN,OUT) 398.59- 3147,z U z In X w NOTE: REPLACE EXISTING 12" CULVERT w NEW 18" CPEP AND PROVIDE CB 53 WITH AN OPEN GRATE TO INTERCEPT EXISTING DITCH DRAINAGE CISTERN TOP EL.= 196.8 INV. 191.49 5'-18"CPEP 0 7.5% I EXISTING CISTERN w 54" CP (NIS) DAT(IM ELEV DATUM 390. INV. (IN, UT) 399.4 ilY00-1 8" WATER � 36'-12" C PEP @ fi>% 9 01, --------- --- --------------------- --------------------- C.B.16(TYPE ------------- - 1) STA 1+46 16 LT GR. EL.= ° 482.S 1/03.0 SLEV INV. (OUT) Y00-S ID NIn Oco O� N� ' .N I�� O� O U) O Kj co O O N QD O O 4 � O O Oi 004 r0 O O, r- o0 r� N m N N 1 +00 2+00 ,TH 3+00 4+00 %`� Not Dorf 0 f TEE PLAN SHEET of 4H EOP � STA: 29+10.83 ELEV: 302.35 OPEN SPACE / LOT 5 143'-15" CPEP 0 1.9% CB 58 - TYPE 1 -� +23 GR. EL. = 398.2 310,19 � INV. , 30 ° IV, G1 /N 30Y,39 ov c� �o - �J� 4 h. -------- -- - - - - ---- ---- 00 -------- ------ ------------ ---- ----------------------- ---------------- ------ 3Q --------- --- G 1 I------ - --------------- I -- ---- - ------- ------ --- -- -- ------ � 1 CB 57 TYPE 1 qo STA 6 12 w WITH SOLID LOCKING LIDS P �--------- ---- ---- INR__EL. 2 2-3 ZZ-------- ----- --- --- - _- ---- - - { o vi w gGP 2 9, Z12 ov N W3 c 2 9.32 O ® N N MEND t� ; o X�S11NG PAVE P 0 ��' w Q Q E "CPE to CB56-T E1 0 v~) DO 100''15 STA 4+42 00 GR. EL.= 2/5 5-3- r ® 110 INV. P S 2�2_.20 /lV 15" CPE �, -CB -55-- _ {PE---1 2.12. %5 our STA -- L00j --- �y STA 3+42 GR. EL.= 2 /ILI Y/ T E E P THEE 6 f 45 INV.-ir YPE 1 205 9G Dur - --- -- STA 1+63 2oS'.9/ ---------------------------- - - - - - - CB 53 T E 1 INV. IN) / 9Y 33 VEqTICA,L 1STA 1+0 INV. :OUT)l9y"2 SCALE. 1 10 GR. EL.= 195.36 I INV. / 9?.82CiN) /9 , r7(pur) PROVIDE I LET FOR EX STING SEEPAGE FLOW N � 7 7 0') 0*) (0 00 t IN c_O Q `n' C6 0N 0N N N N N N CNA N IZ 0 i coo 0 00 00 of 00 yz J w0 NOTE: CBs 54 TO 59 TO BE PROVIDED STA: 30+22.91 ELEV: 302.55 LOT 5 / TRACT R/D FACILITY 1 CB 59 - TYPE 1 STA 8+66 300 GR. EL.= 3�� 3/2.2 G l E / 2 "(N) = 3 D 7. 9/ / /v l E /S f/(NE) = 3o7. 8G /N / E IS"(S) .- 307 76 our 280 260 240 22u 200 0+50 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 3 AS STORM PROFILE _ DIVISION I - R/D POND TO DEVILS ELBOW OUTFALL 2 PER CITY REDLINES ��� _40 ��`�0 l PER CITY REDLINES N0. T REVISION NOTE: ❑PROVIDE PIPE ANCHORS AS SHOWN SEE DETAIL ON SHEET 26 (SEWER NOTES) PROVIDE CLAY CHECK DAMS ON 40' MAX. SPACING. CHECK DAMS TO EXTEND ONE FOOT MINIMUM BELOW PIPE TO SURFACE AND BE TF 4 AS-SUILT BY A U wxwf sew�xSTEM {=(CAI'ION L®CATKw 0 - a 1 vT - ' I W. CA O•'pE ' "�Sy�:sFi o• ? 28477 p �� ssIONA L. •��G� Lo C) EXPIRES 5- 7 3- 95 C:�IT'Y OF' IRENTON DEPARTMENT OF PUBLIC WORKS ROAD & STORM PROFILES HONEY CREEK RIDGE "�i✓G Z�'9.r DESIGNED: D WC DATE: 6-1- 94 FILE NAME: WWJ D WC 7-20- 94 DRAWN: WWJ SCALE: WWJ D WC 4/12194 CHECKED: WJ/DC BY APPR. DATE APPROVED: SHEET: 9 OF: �t5 DIRECTOR OF PUHl2 � WORKS %� O ? /KC) 14 or J 4