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HomeMy WebLinkAboutSW8980502_APPROVED PLANS_19990628STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8�5 0 2 DOC TYPE ❑ CURRENT PERMIT It APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE ��lq�j bla 8 YYYYMMDD STORY LOCK J ILDING I I I r, J 't I TOP L EL. 19.0 PRO -MT - BOLMARY 7FITTI II1IIlTITTIT ITlIDn 11. SO Now -Ap rrrrrrrtr IE•14m TOP rL EL. 21.0 (o 93.92' L o rA • 2/ TOP WALL EL. 225 WIN HWE ai IVA ME MENNEN INN _� tiro _ � ��i' - ��■���i - �a�®sue �c � �����►6;1�; � •� • o • N•s r z o - 75 FEE = 1-1.0 -11 83; FFE = U 0 - -- i � �� ��-'t � — -------g-� DI•IIA %IDS � vv _ � � R�9.16C]\ DI IIB Lf=_ ✓ ; \ u .IE•4-5IE• 14Y IE• 14 TI X\\IL Ulu" �c�) d m 3 ACRE / k _ Il JI a = DPIID Q IE•102' \ \�� _ st. I ---- �s — _ .- ���k Rim 162 IE• 14.1 (\\ �� \ ^\ % — -- r>e I Hq2 RRN.16.2 _.i LOADING ZONE a ` -- _. —' / /I \ — / ,• _ _ 1 ' iitUtputttttggUtpqtt\ — —\n1/� e -------- --- 504 -----------------�siEa - - - 5CALE: 1"=30' 4EADWALL / � I I 1-EADWALL GRADE (VA12E3) — — — — — - v57 WASHED STONE T, D pD �� A D 9 I poe ELEV. 12.0' 4 DI62F012ATED) VARIES R TER FABRIC (SEE PLAN VIEW) DIuENSIONS VARY SEE PLAN VEW TYPICAL INFILTRATION TRENCH DETAIL NTS THREADED CAP-' ' 4. 45 DECREE BEND INV. EL 12.6 8• LINE STANDARD CLEANOUT GENERAL NOTES I . 51TE AND TOPOGRAPHIC INFORMATION PROVIDED BY OWNER. 2. 5EA50NAL HIGH GROUND WATER TABLE 15 1 O.O' M5L. 3. THE INFILTRATION RATE 15 5-INCHE5 PER HOUR. 4. THI5 51TE DRAIN5 TO 5B WATERS (WRIGHTVILLE BEACH RECREATIONAL AREA). 5. THERE 15 AN APPROVED SEDIMENTATION AND EP0510N CONTROL PLAN FOR THI5 51TF. G. ALL OFF5ITE DRAINAGE WILL BE BY-PASSED PIPED THRU THE 51TE. 7. THI5 PROPOSED DEVELOPMENT 15 CON51DERED HIGH DENSITY. S. TO THE BEST OF OUR KNOWLEDGE, NO WETLAND EXIST ON SITE. 9. ALL ROOF DRAINS WILL BE CONNECTED OR DIRECTED TO AN INFILTRATION SYSTEM. TRENCH DRAIN DETAIL NOTE CRAOE SWAIE m PRONOE P09T�£ MMAOE TRI<,NGIIAR SWALE NOT m 5CALE BY-PASS SYSTEM 12" CRUSHED STONE BY-PASS _ SYSTEM SECTION A -A #14 BY-PASS SYSTEM BY-PASS SYSTEM SECTION A -A #8 'WATER TIGHT MANHOLE /--GRATE INLET FRAME h COVER / RM45.5' BY-PASS SYSTEM 1 • 1 1 - ......•..iiiiA .................. ni ....... �•..� . SECTION B-B #14 A 36"x 36" FRAME AND GRATE I I BY V1ILCAN MODEL V-5736 I OR EQUAL ---- B INFILTRATION SYSTEM o_ r m PLAN DIVERSION BOX #14 DETAL NOT TO SCALE B ---- -4— INFILTRATION SYSTEM SECTION B-B #8 r-lb- A I I I I I I I i t iw "+� A I a 121i } m PLAN DVERSION BOX #8 DETAL NOT TO SCALE B INFILTRATION SYSTEM B INILTRATION SYSTEM SECTION A -A #2 INLET TE / /--(MANLET ATE ' AS REO'D. 1 SECTION B-B #2 A rill I I A PLAN DIVERSION BOX #2 DETAL NOT TO SCALE BY-PASS 1 SYSTEM LEUND LEGEND 6.F.- SILT M94 QAi NV WLSLT rmm P1210P09m SfNTARP WME LHM 31 pROPOSED couTOLR ON 9 PROPOSED SPOT ELEVATION SPOT MZVATION — PROPOSSM) SCALE WBN D1290TON Of PLOD/ f� FROPOFit'D AIAIOPT cAEC:TCN DRAINAGE BA51N BOUNDARY 1 I INLET PROTECTION i 'DIVERSION DB BOX DI DROP INLET FES FLARED END SECTION tiSi/c,slrhrr/r,�r 1 SEAL I t 2M, i J I ZL} '�• 0 wow �`5 ""'�i14,�1 �ZOW I ! V>r' <-3z O.0 m o E C E I V E a�a`? - s rl Q¢o r' �L MAY 0 51999 z N PRoJ% agoSoZ� i STORMWATER MANAGEMENT PLAN JOB NUMBER SHEET NUMBER 205-10 1 a