Loading...
HomeMy WebLinkAboutSW8020532_APPROVED PLANS_20031031STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW130a/k25Z_ DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE _20,::Q A? YYYYMM D D VS D h� \ _ - hh� • - PP ��,�"� ��lh _ -- - 6 ��10 h2h� 1�6 4 1`O �. 1 1�0 f jCs 7BM 113 (PKS) s�' -t - _...-- r�' 1 -• 6 a _ - -. _ - 1� k h' f LEV. = 5.940 �6� CONCRETE SIDEWALKh h� hB �0 - - - 4 -- - g.0 n PP- ��E. OH. ' INE �qq 1'P ` ---•- ha -. ,\oe �h 5 S AREA �6� APPROXIMATE LI �T�h� � co �a C_�=�:__:2 18 � h I• 0 Ir r . MH gb Nth ��. , ; --. °O ��'cp OF GRADING, TYP.Xh�� 5.40 �� �I. ASP L T PARKING LOT �# 5 • I � x� g sae Q ' `,5.3 ± ■nand. Stu jai natrarirut.rrirri i uin+Mrr r�uaui�ririwrr siini�rtiuirr rr x ah1 xh x 5 �w ° BUILDING 317 �o = 5.5 -- --- -- C. , [GE 5.650 Cn I x - C.O. •=:. a. __- xh. h Itto 1tox ;;17 to �h PP.�i 22 w F.F. EL. 5.925if it Nif It It q� h• x Its h� - gk �� x • i-- G E 5.650 . GRASS ARLA x GHAVE I 18 �1 PIAPRING Lo- 2 2 TY P . , e -STEAM BOX a C) t. TEL. MH. Fri i At DI 1GF - 1 �h ca t ' No . hW V 6 16 •. - w 1 �� b_ DITCf I J_ 2 tK i � a< � CA" 5.30 Ie GE 5.6501 x h• � a x h h 1h 19 5.5 3.s- ' -�h� .h° �z �.� ' ' 4.0 • ,4.. PVMT. 67 q . \ c3� c�. �539 __ g N h Pip WAS. rral� �1I y �' •�jj',-`• •• . TBA4 (PKS��_ X ELEV. = 3..340 �h � �H STREE 1 10 �ti 15 � 4 Y, ', '5 x it 11, Pip ( �0 N 6'5. , 070 x�. SHEL TERS C ff-' -- .1900 �j . Poll _ 444 I yY xVC 2. 10 I, L �� , WOODEG A^' -A ix. �; .� Uj CE-NTE-RLINE CATCH (TYP) (b I „ 7~_T:0.8. STEAM G WOODEN AkL'A SEE SHEET C11 FOR DRAINAGE PROFILES PRINTED g 2-9--0 3 OX PARRER & ASSOCIATES INC CONSULTING ENGINEERS LAIRD SURVEYORS LAND PLANNERS P. O. BOX 97e JACKSONVIi.1.E NC 28541-0979 =1 AREA WITHIN GRADING LIMITS 0.75 AC. ZL- t 1 TOP RIM -_ 5.810 ! SAN. MH. TOP RIM = 5.218 IN V. 200A'%P(Nf) ? .:',fit, 3 IN✓.200RCP(SW)--- 1. /i8 L - . SAN. MH. TOP RIM = 5.195 INV.900RCP(SE) 1.183' 4 E. TEL. MH. TOP RIM = 6.056 TOP RIM = 3.623 NV 900(Cl)(N1N,)= '. 105 INV. 900(0)(SE) _ 1.080 THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY GORDON R. McADAMS, P.E. #14125, ON AUGUST 19, 2003. THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT. KEYED NOTES (D CONC. WALK, TYP., SEE TYP. DETAILS ON SHT. C15 2 250mm ROOF DRAIN, TYP. o 3 CONCRETE RETAINING WALL. 4 457mm CMP STORM DRAIN W HEADWALL SEE 1 C11 5 NOT USED THIS SHEET 6 DROP INLET, SEE SHEET C18 7 381 mm OUTFALL DRAIN �h no 8 PLANT FOREBAY AND DETENTION AREA AS INDICATED 5 ON 4/C 19. a Q o 9 ROUTE NEW 381mm OUTLET PIPE BELOW NEW STORM DRAIN PIPE, SEE 3/C 11. 10 ROUTE NEW 381 OUTLET PIPE ABOVE EXISTING .� SEWER MAIN, SEE 3/C11. 1 1 CONCRETE STEPS SEE 2 C 11 .,,,'��jH �1T04�/%'�,' ENGINEER 12 381 PVC, SEE SHEET C11 110338 MIS 13 381 mm PVC, SEE SHEET C11 -- '%r,rrM1111110 0 APPROVED 14 MATCH EL. OF EXISTING PVMT., SEE DETAIL OF NEW PVMT. ADJACENT TO EXIST. PVMT, SHT C15. XWPY - SAO-WTO 15 PROVIDE SECURITY FENCE BARRIER, SEE SHEET C17 DAM APPROVED 16 PROVIDE JOINTS IN &LK AS SPECIFIED, SEE TYP. FOR E DETAILS, SHEET C15. DATE 17 PROVIDE SECURITY GRILL AT HEADWALL AS INDICATED T9 DES" Ell ON SHEET C18. DOW THT wvEw THT 0, 18 SWALE, 0.5% MIN. GRADE, SEE TYPICAL DETAIL, SHEET C18. THT � Aerie. PROJECT t 19 FILL EXISTING DITCH TO ELEVATIONS SHOWN. DESIGN DIRECTOR 20 RIPRAP OUTLET PROTECTION, SEE DETAIL . 2 C19a Q " / 5 � 21 HEADWALL, HW# 1, SEE TYP. DETAIL SHEET C18 to z z W 9 z o 22 SEE TYP. DOWNSPOUT DETAIL, SHEET C18. ¢ p i -Cx r - 2cX)3 NOTE: o CY zz Parker & AssociGtes, Inc. prepared plan o 0l revisions to delete pond and and i#1. z =z z Q revised storm drain exiting drop inlet Z Remainder of plan is unchanged. z Of D 00 CD w W Parker & Associates, Inc. w _ Consulting Engineers - Land Surveyors - Land Planners z P.O. Bo: 976 - 2BUl-0976 o CD 306 New Bridge Street - 26640 � � U Jacksonville, North Carolina Phone (910) 456-2414 - Paz (910) 465-3441 M CODE i. NO. 800p1 SIZE D scAM 1-30Q GRAPHIC SCALE Ill NO. ( IN METERS ) P--150 p °�`a�•, j�{ f+'. r STA. PRO.i. NO. 6 0 3 6 12 18 24 30 4 SS %' . 4 � `•` • SPm NO. 05-99--9158 C01�7R OONYR. NO. �; s N62470-99-B-9158 J^ ifill MAWM NO. 1 300 �,:.� �r; 4463134 SHEET OF I ll z 0 z W w X N 0 0 0) 0 z 0 0 w U) RECEIVED SEP 2$ 2003 w DWQ 0 A C.� n _o Ls t T z W ll_ 5 1 4 3 i 2 1 DU*-MM05A"&N 6 4 2 0 6 O J OLLJ EXI TING RIVE _ Q S SLOP � � _ 4 2 381inn, PVC @ 1% SLOPE LIC'TiN �, - -- APP OXIM TE EX STING GR UN D ELEVATION, TY _�- D o+000 owzo o+cao SECTION THRU CULVERT (r�P DRIVE, HORIZONTAL 1:100 VERTICAL 1:50 0+000 U+UZU DROP 1 3 DETENTI C-6 G11 ORIZONTAL 1: 300 VERTICAL 1:60 _ ROFILE IJ �.� 1 o+000 o+ozo o+oao �q� HO BN PROFILE OF CONCRETE iiRNE �6I��� HORIZONTAL 1: 300 VtKIICAL 1:60 4i 380mm DIA. BLACK IRON PIPE HANDRAIL, EACH SIDE — ftbl EADWALL, HW# 1, EE DETAIL, SHT C 18 2 l!J 0 LJ 150mm CHEEK WALLS CONC. WALK 150 150 300 '2� C-6C-1 280 lOZ 7 E ' M t �- --- 50 m m \----ABRASIVE NOSINGS � 1 1 9 I o z M o V) r, r, . :1, 1 • ._.�_ 2�a3 KBE w D Via{ of o 1jil.& YEE & ASSOCIATES INC f- Ln CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS P. O. BOX 976 JACKSONVIi. E NC 88W-0976 ur10 @ 300mm C.C. EACH WAY PIPE SLEEVE —LEAD 200 12.5mm EXPANSION JOINT TYP. CONCRETE STEP DETAIL SCALE: NONE CONIC. WALK CD 12.5mm EXPANSION JOINT SSI VE �L .1tv 0 �+ a 1 iliiil l{{{� 0 Parker and Associates, Inc. prepared plan 0 revisions to delete stormwater pond and '� s revised storm drain exiting drop inlet P. Remainder of plan is unchanged. Parker & Associates, Inc.` Consulting Engineers - Land Surveyors - Land Planners P.O. Bo: 976 - 28541-0976 306 Naw Bridge Street - 28540 iacksonrllle. North Carolina � Phone (910) 455-2.414 - Paz (910) 455-3"1 "5 H• IDL ENGINEER 110338 APPIRMED X MfY - SATUXTOW TO DMTE APPfWVM 4 2 DAZE EM TDES" L_ DBW �,,, �T�HTT REVIEW 3HT oc THT CHU MICR./ OM PRWECF MANAGM Fft PRIMCWN BRAWCH YANAM DESIGN DIRECTOR NV. EL. 4. 6 Z z 5 U z o+ooa o+ozo o+oao o+oeo o+ose � g w ��PHQ BN ROOF DRAIN & STORM DRAIN PROFILE � a it o w Ln 0 + w z _ V LL 0I I) � -1 D INC V7 H ADWA L INV.EL. 2.97 INV. L. 2.90 _381MM Storm rain i 1 o+000 0+020 HQ BN DROP INLET #1 TO ROADSIDE DITCH HORIZONTAL 1: 300 ,��� VERTICAL 1:60 �J--%� I _ i ChHORIZONTAL 1: 300 6 VERTICAL 1:60 0 2 l'J 51 I FA OF AP-0--- �"-m 11 Mwe MM [MM-.0 h OF a ,ME I'm h M1 IT, o+000 0+020 HQ BN WEST c-s ci, ROOF DRAIN PROFILE HORIZONTAL 1: 300 VERTICAL 1:60 O Q w O7 (2 0 0 6 0 2 za m O z z Q U LiQ Cn 4 ¢ w = z Cf) 00 :2 Lj La_ O z m c Q z U CODE ID. NQ. 80094 SIZE D 0+040 0+060 ScALE. As NOTED EFD NO. SM. PROJ. NO. P — 15 0 0 3 6SPEC. NO. 05--99-9158 CDNSM. Comm ND. 1 60 N62470-99-B-91583 6 0 3 6 12 18 2 4 3 0 NAWAC OWING No. 4463139 SNr s 0F _ 1 : 300 1 - C 0 LAJ z O z » X Q N 0 CN co 0 z 0 a a Li Q U In M 0 nn � Q N LsJ r` a z J_ 6TI19 v"p, SHEET NO. NAVFAC NO. SHEET TITLE T-1 XXXXXXX TITLE SHEET INDEX AND VICINITY MAPS T-2 XXXXXXX LEGEND, ABBREVIATIONS AND GENERAL NOTES PD , Lrl FT" /V aT SsJ �j�l` D--3 XXXXXXX HQ BN DEMOLITION PLAN XXXXXXX 6:FH MARINE GRADING AN9 MANAGE PLAN 7- N s&-r- I��; PLAN or y S C-5 XXXXXXX HQ BN LAYOUT AND UTILITY PLAN C-6 XXXXXXX HQ BN GRADING AND DRAINAGE PLAN 1`i ar %N Ste' • ate' C-11 XXXXXXX HQ BN MISC. SECTIONS AND DETAILS ti}A , y.j Svr` avi- 5V `C a N 5 5— ��- a 5 1.�oT Zrl S C-18 XXXXXXX TYP. DRAINAGE DETA LS C-19 XXXXXXX DETENTION BASIN DE:iAILS C-20 XXXXXXX HQ BN DETENSION F ASIN SECTIONS 02F7 Zry iSS� ,ICJ iw S56 - 6 q Y y/.[ Se� ME i L u �\ 4 IIEADQL P, ARTEI... S ARMORIES I Imo! ♦ �s / Tom. • :��r� �6 \ �1 VICINITY MAP No, TO SCALE r I. r S•� VICINITY MAP NOT TO SCALE TERRY MICAS a RIVER CAPE LOOKOUT CAPE ItATTERAS r •. y�4 .ti �MCD,NCAMP LOCATICN MAP - AP NOT TO SCALE NOPTH CARPOLINA ROVED ENVIRONMENTAL _ MANAGEMENT COMMISSION i Dsvl J%}fy €')F WATER QUALITY ��. AL ih d, 5k- i " E . 15738 a S W 8 U w;vQ`-� Z six F0t sltreMU WwAmolT sly ®a OLY ALL OnHIM SIX OM FFARM ARE IT 011M A armv L W Q o Z fV W r W 0c L O� Wco W f- z 0 N be 0 U V W 0 It t N 0 3Wa W OD W N O to cr M3 p- �F APPROVED ACTIVITY - SATISFACTORY TO DATE APPROVED DATE EFD THT DEs,GN DBW DRAWN THT REVIEW THT oc THT CHIEF ARCH./ ENCR. PROJECT MANAGER FIRE PROTECTION BRANCH MANAGER DESIGN DIRECTOR o a U a z Z o LL z Y J LLj a W o z _W z W z (L En Y W V a a � ;Z z �o a L) or Li = z U w Z Z Q z Q w 2 w Z �" I Z) ()o (/) W Lc1 Ld w z �. 0 0 W N U a m W Q U o z CODE ID. NO. 80091 SIZE O sc&E- NOTED EFD NO. STA. PROJ. NO, P-150 SPEC. NO_ XX—XX—XXXX CONSTR. CONTR, NO. N62470-XX-X-XXXX NAVFAC DRAWING NO. XXXXXXX SHEET 1 OF 30 T-1 Alm C � Bc A� 4 D __. C A 4. TEL. MH. TOP RIM = 5.810 QE. SAN. MH. TOP RIM = 5.218 INV.20ORCP(NE)=1.783 INV.200RCP(SW)=1.778 21E. SAN. MH. TOP RIM = 5.195 INV.200RCP(NW)=1.193 INV.900RCP(SE)=1. 183 4 TEL. MH. TOP RIM = 6.056 z Pp BUILDING 317 ik"q 5 r i E: SAN. MH. TOP RIM 3.623 �1 1 m = INV.900(CI)(NW)=1.105 INV.900(CI)(SE)=1.080 r PP! - o"5 1 � �• r ' r 1 9 C!k v 1 k 200 E. W. 4. KEYED DEMOLITION NOTES d w 0 0 a a a w 0 1 � 1 �• SEEING A v IV, M_.. •�' • • 1210 • Ir in tj cota i♦r♦♦♦�♦V♦L♦J1J♦��!r�_�Ort�)�TV lop ♦♦♦♦♦♦♦♦♦V♦♦4�4�♦♦♦,♦♦♦♦♦♦♦♦� Q i ii♦♦i.) ..►.. ♦i..♦w♦wiwi.� OAll ►�+♦♦♦� 1<r►2♦r♦r�+ �►a sis Ell INV. 00 t t Q♦ ��C ♦♦♦�►r♦r►♦Wi►�i►♦�:�♦ V BLDG. 339 lb- %�x D�_..N_JIp�� 0 ON TOS ' TjCH ji h• Mg E —h xj 4) Y\ ` 6h ELE� P 3.340 �h "H" STREET ` x�`L rk� ' r r_��, = 4 O` — To S Dk • x it. or — • - — - - �, P -- - - - - _ _ --,1--�_ .. � . � 1 ` - - _.�6 � c�, '�, tx • posh x - . - - �, �- - lk h T. 4. B� - g `� - _ _ x 'y°`� �g ��1 p��hTBM # 1 (PKS) bi k� �} 5 6 ELEV. - 4.375 C x xti - 3 x5 s (o 0 6� y STEAM BOX ti SHELTERS '5• �9 35 p6 3 �10 �I \*900 _ _� .0 CONSTRUCTION LIMITS l � '1 E. SAN. MH. l 1 �� pp '•- , ,• ` ` �' -T `� 0� .). Q _ _ �,y�l x�� x��0 x41�j WOODED AREA .0 r - - ^ IN • WOODED AREA 1 x I'1 6 N. U CL 1 m j TOP OF BANK (TYP) CENTERLINE DITCH (TYP) I GRAPHIC SCALE ( IN METERS ) 6 0 3 6 12 18 1 :300 1111 ZH C..... Z,�,, / SEAL 15738 �� a SEAL FIR 5iplil'tI11ER MANA(;f1ENT SYM OEM ONLY ALL OTIFR SITE OEM RAIURES ARE BY OTNERS• WE tiOwn izi�rc we PjL DATE TO DESIGN DBW DRAWN THT REVIEW THT oc THT CHIEF ARCH./ ENGR- PROJECT MANAGER FIRE PROTECTION BRANCH MANAGER DESIGN DIRECTOR Z ¢ z U Z U J 1 /1 L, o W 0 z L� z zz O � O J a i� Q Z Q o z o = mZ U 0 _O O~ Z Z � a � g Q = 0 w Z 00 W J w w F- z tl o LD < z W U -' m � ¢ o z U CODE ID. NO. 80091 SIZE D SCALE: 1:300 EFO NO. STA. PROJ. NO. P-1 50 SPEC. NO. XX—XX—XXXX CONSTR. CONTR. NO. N62470-XX--X-XXXX NAVFAC DRAWING NO. XXXXXXX 51 5 OF D-3 I C Ai w z z (A IL w i X N o_ z 0 0 w a V) i 0 Q U GO 0 A J. 0 Ni N w M Q z w J_ LL. 3 2 1 WA�, REVIS N 05 &OW N 4 E. W. Ai E. TEL. MH. TOP RIM = 5.810 Zk SAN. MH. TOP RIM = 5.218 INV. 20ORCP(NE) = 1.783 INV.20ORCP(SW)= 1.778 "E. SAN. MH. TOP RIM = 5.195 INV.200RCP(NW)= 1. 193 INV.90ORCP(SE)= 1. 185 zi�E. TEL. MH. TOP RIM = 6.056 Q E. SAN. MH. TOP RIM = 3.623 INV.900(CI)(NW)= 1. 105 INV. 900(CI)(SE)=1.080 W. V. �W. V. T.0.8• I � CONTOUR 2.5 BUILDING J26 .i .i PF PKS TBM J3 (PKS) ELEV. = 5.940 BETE SIDEWALK - W lPP ��■■■■■■■■■ ■ !■� Hies -- 6.i0 U 2 GRASS z ■ 6.10 llW � ■ BUILDING 317 } ~ ■ 20.8 14 ■ ■ i 1.2M WIDE ■ }t 15 PP ■ O E. i r �� �■ 14 F. EL. 5.840 ■ � ��' 7 1 i 3 ■ �o �� �, Q100mmPVC ■ ���' �}a 1 ■ 0 W. 1.2M WIDE cONc• ti 2.033 So 2 '� 2.8 13 ■ ,� 7 1 1.8 A • 4.2 „/ ,■ BLDG.9.1 g9 ■ IDS 'P0C ■ - l 3 W. v. 13 ■ T.O.B. OPP • } 150mrri�` 2. PP Z i .15-- [/Iv� ti} Y E. SA MEOW 20o 21 . W 100mm 1 g 20 ■ R= .8 , TYP. 6.10 *1 14 � ■ 16 .1:a. TBM (PKS) "H STRE ., ELEV. = 3.340 i 1 10 0.7_ lj�ti} 18 •'.-...-. ... +rt.. . ..---- ..... cJi' 6 . 5. 5 ...... �.. �..... . ti .. 4 T . T O TBM # i (PKS B. EL EV - 4.37 2 3.8 = 6. 38.48 + } 12 STEAM BOX, 13.0 STORMWATER DETENTION BASIN } }� Q3 900 } WOODED AREA 29.0 R=3.0 E. SAN. MH. ` } 0 a z II }} 1 KEYED NOTES DETAIL B _ _ ago1Q PRECAST CONCRETE MANHOLE, SEE TYP. MANHOLE DETAIL, '0"..._� `''� SHT Cis. 02 CAST CONC. BASE PRIOR TO SETTING MANHOLE SEGMENT. 150 MIN. Lu SEE TYP. MANHOLE DETAILS FOR DIMENSIONS. '�- o sECTM W MAW UMff O3 BREAK OUT SEGMENTS OF EXISTING SEWER LINE AFTER SETTING MANHOLE SECTION. nA CAST OPENING IN MANHOLE SECTION LARGE ENOUGH TO FIT OVER EXISTING SEWER. GROUT ANNULAR SPACE AFTER INSTALLATION OF MANHOLE SEGMENT. GENERAL NOTES: a (1) UTILITY LOCATIONS SHOWN ON THIS DRAWING (2) FUEL LINES, STEAM LINES, NATURAL 4 EXTEND FROM THE P.O.C. OF THE EXISTING GAS, ELECTRICAL ARE NOT SHOWN UTILITY TO APPROXIMATELY 1.5 METERS FROM ON THIS SITE PLAN. REFER TO THE FACE OF THE BUILDING. UTILITIES FROM APPLICABLE MECHANICAL AND THIS POINT TO INSIDE THE BUILDING ARE ELECTRICAL SITE PLANS FOR ADDITIONAL o COVERED UNDER THE APPLICABLE DRAWINGS UTILMES. AND SPECIFICATIONS OF THE SPECIFIC TRADE - o 2 INVOLVED. (3)SEE ELECTRICAL DRAWINGS FOR RELOCATED OVERHEAD UTILITIES. 0 E. TEL MH- 0 KEYED NOTES GRASS AREA GRAVEL PARKING LOT STEAM BOX 5 GROUT OR CONCRETE FOR CHANNELIZATION EXISTING SEWER PIPE � Q TO REMAIN SEE TYP. MANHOLE DETAIL, SHEET C16. �O Q 0 PROVIDE RESILJENT CONNECTION AROUND PIPE PRIOR GRAPHIC SCALE TO PLACING CONCRETE OR GROUT. IN METERS )10 24 30 SANITARY SEWER MANHOLE 6 D 311 1 : 300 B INSTALL C-5 SCALE: NONE ER EXIS 9 C6 WER D CONC. WALK, TYP., SEE TYP. DETAIL, SHT C15. m 3 �4 3 L� 2 CONCRETE STEPS, SEE 2/C11 z 00 E CONCRETE RETAINING WALL W a z L,(31 3 W wM E .N W z - 4 NOT USED THIS SHEET o� r- M o s 3� O 3a W wWo, co 200mm WET TAP 0 POINT OF CONNECTION �' 5 SEE TYP. DETAILS ON SHEET C16. •I fi 200xl5Omm WET TAP 0 POINT OF CONNECTION, PROVIDE POST INDICATOR W/ VALVE. SEE TYP. DETAILS ON SHEET C16. PROVIDE (2) C BOLLARDS AT POST INDICATOR VALVE 7 CONSTRUCT NEW MANHOLE OVER EXIST. SEWER. SEE B/C5. SEAL APPROVED 8 NOT USED THIS SHEET ACTIVITY -SATISFACTORY TO 9 NOT USED THIS SHEET DATE APPROVED 10 ASPHALT PARKING AREA, SEE TYP. BIT. PVMT. SECTION FOR EFO FOR COMMANDER NAVFAC ON SHT. C15 DATE 11 100 mm WHITE STRIPE, 7 115 mm LONG, TYP. T9f DESIGN EFD DBW DRAWN THT REVIEW THT oc 12 CONCRETE PARKINS BLOCK, SEE TYP. DETAIL SHT Cl 5. THT CHIEF ARCH., ENGR. PROJECT MIANAGER FIRE PROTECTION BRANC13 SEE PLUMBING DRAWINGS FOR CONTINUATION DESIGN DIRECMANAGTOR DESIGN DIRECFOR C) a U 14 75mm THICK CRUSHED STONE, TYP.0 Ofw B PROVIDE NEW SECURITY FENCE AS INDICATED, SEE TYP. w o 15LLj DETAILS ON SHEET Cl 7LLJ . o LLLJ Y 0 PROVIDE NEW 4.5m CANT. GATE, SEE TYP. DETAIL SHT Cl 7. a w Z 17 PROVIDE NEW 1.8m PERSONNEL GATE, SEE TYP. DETAIL, a o Q a D SHT. C17. > Cy 18 PROVIDE PAINTED CROSSWALK, SEE TYP. DETAILS, SHT C15. MD `'J U 0Z0 19 FIRE DEPARTMENT CONNECTION W/ (2) BOLLARDS, SEE TYP. z z DETAIL SHT C16. g o D 20 FIRE HYDRANT, SEE TYP. DETAIL SHT C16. Q W = r Z D co 2 PROVIDE NEW 3.66m DOUBLE SWING GATE, SEE TYP.ui 21 DETAIL, SHT. C 17. J i 1 1' ►1 `dal 8 I 7 _ I 6 I 5 I 4 I 3 I 2 Z o_ O 0 ( WD z FQ W U) U M a Q m a Q 0 �,,tttti�titt�/n rruflNi/Z W Z ir `O` • 4J.�f •-''`��� '!i CODE ID. NO. 80091 SIZE D ' '• y' ' SCALE: 1:300 '• Ef�'.L EFD NO. 'i. STA PROJ. N0. P-1 SO v GG �!�GIcSG�'•�`��\ SPEC_ NO. )(X-XX-XXXX CONSTR. CONTR. NO. ��i�iiiii�ilf'�cy�,•uti�r:;,����``\\ N62470-XX-X-XXXX NAVFAc DRAWING NO. sEx FORsio�mt uiw� xxxxxxX snu MM OMLT. Al om sm OEM FEA11M ARE BY OAERS. SHEET 10 of ram, C-5 1 DRM*X M W .PW IN W Z O Z x 0 0 Z 0 Q LEI U) 0 a U V) r- O a 0 U I N EL] Q z Ld LL- BUILDING 317 APPROXIMATE LIMITS OF OFFSITE AREA DRAINING TO POND 59328 SF f W. V. cIprc 017CH 1w. V. T.O.B 200 E. W. wW V.��, I _ - - --- - 0 0 �*#-- •' "H" STREET ,000j �, z - Q ' lU PP t- i , _ ,d _ 1 E. SANMH. 1 L� -- i -- ry w .000 �- - - -- - -;4 oo IRA/ i G NW 381 M 1 s -ft ft 14 4 OUTLET PPE ABaVE cam wM II■II■�fl�lf■11■!1 11■ll■11■III�II 1 + � �,+r�� + � i � � � rSEM . - - - � _ ■If■fl�llr�ll■fl�uivar..�..— + � � r � � _ � y r SIDEWALK AREA BUILDING 326 _J APPROXIMATE LIMITS /\r AAA/\\.A w\r\ LINE Tav # 1 (PKS ELEL: = 4.37 v J 3 Z � o - U PKS TBM #3 (PKS) J ELEV. = 5.940 KEYED NOTES Oj CONC. WALK, TYP-, SEE TYP. DETAILS ON SHT. C15 O2 250mm ROOF DRAIN, TYP. O3 CONCRETE RETAINING WALL O4 457mm CMP STORM DRAIN W/ HEADWALL, SEE 1/C11 O NOT USED THIS SHEEP O6 DROP INLET, SE SHEET C18 QE. TEE. MH. O 381 mm OUTFACE DRAIN O8 PLANT FOREBAY AND DETENTION BASIN � GRASS AREA yVN yyETIgND PLANTS AS INDICATED ON GRAVEL 4/C1 9. PARKING LOT O NOT USED THIS SHEET AMINAGE AREA 89018 SF, 0.87 ACRES NOT USED THIS SHEEP BLDG. 339 TOP OF BANK (TYP) ak Ld o � 0 rn SEM OF GRADING, TYP. N ,, % WOODED AREA TYP. DETAIL, SHT C18 8 I 7 I 6 I 5 I 4 11 CONCRETE STEPS, SEE 2/C11. 12 NOT USED THIS SHEET 13 NOT USED THIS SHEEP 14 MATCH EL OF EXISTING P'VMT., SEE DETAIL OF NEW P'Vti1T. ADJACENT TO EXIST. PVMT'., SHT C15. 15 PROVIDE SECUfv'iY FENCE BARRIER, SEE SHEET C17 Z 0 U) ow- rL cr (A 6 m �Q cN E w = rc p 11n�� i Q o d�+ w to cn YJ W `W i go ELLJ V~r Z `vl �iMn S? N V y O Y Vl 0` o It O 0 J O 3z� w I w ao wIN r �Uto am APPROVED DATE APPROVED I L DATE fi PROVIDE JOINTS' IN WALK AS SPECIFIED, SEE TYP. THT JkA DESIGN EFD DETAILS, SHEET C15. 7QBw DRAWN I Cl l JK REVIEW 1 NOT USED THIS SHEET THT oc THT CHIEF ARCH./ ENGR. PRECT18 SWALE, 0.5% MIN. GRADE, SEE TYPICAL DETAIL, SHEET C18. FIREPROTEECNTI�ONR BRANCH MANAGER 19 FILL EXISTING DITCH TO ELEVATIONS SHOWN. DESIGN DIRECTOR a a V a z Z B 20 RIPRAP OUTLET PROTECTION, SEE DETAIL 2/C19.Lj Z Y /A Llj 21 HEADWALL,HW 1 SEE TYP. DETAIL SHEET C) o w EET C 18 W z w E. TEL. MH. V 0 z TOP RIM = 5.810 < � z zz 2 E. SAN, MH. TOP RIM = 5.218 INV.200RCP(NE)= 7.783 INV.200RCP(5W)= 1.778 3 L SAN. MH. TOP RIM = 5.195 INV.200RCP(NW)= 1. 193 INV.900RCP(SE)= 1. 183 IA,, E. TEL MH. Q TOP RIM = 6.056 5 E. SAN, MH. TOP RIM = 3.623 INV.900(CI)(NW)= 1. 105 GRAPHIC SCALE INV 900(CI)(SE)= 1.080 IN METERS ) 6 0 3 6 12 18 24 30 1 :300 l�1 ,1.1.11,1., . ►.111 � 3 1 2 4 Q Z [�- � z0 QLLj W 10� > 0 z X 1-7 02 mQf t C3 r Z Q z a z Q _ _Z < 0 Ld Ld Z th a U) W M� w rr] z w J = Il r z a o a - r F U LLj Q V M U F- a m Ln ��m��tt��rrur>lruru o z g 0 ��„ 11• CA� "O`x CODE ID. N0. $0091 SIZE r'iryrE :300 Q �- �- O 3 �tiJIJ V NO. P— 1 50 U Q/� �t (7XX—XX-XXXX `��'r' 1�r�.. NTR. N0. Ld r � llt�� �` ���`�0-XX-X-XXXX AWING NO. r SEAL FOR STORM 10 MANAGE W X XX X X X X SYSTEM OEm O![Y. ALL 0M 9TE W OE51GIl FEARKS ARE BY UKM SHEET 1 OF a z M1741J0.1�7".OY! C s S u- 1 OW 1 $11EVOON 05 A-ft ■ 4 2 4 2 INV. EL. 2.3 4 -0+020 0+000 0+020 1 SECTION THRU CULV HORIZONTAL 1:100 VERTICAL 1:50 T 0 D Zcq - NEW 457 STORK DRAIN APPROXIMATE EY'ISTI G NISH G GROUNDELEVATION, TYP. 381 mm PVC ® 1.43% W. EL. .9 PE M POOL EL. 2.0 900 (Cl) E. SAN. - - DE NTION BAST 0+000 0+020 0+040 HQ BN DROP INLET TO DETENTION POND PROFILE 2 0+040 380mm DIA. BLACK IRON s PIPE HANDRAIL, EACH SIDE 4 2 150mm CHEEK WALLS 280 1 N E 00 150 00, doo op 150 ow C-11 HORIZONTAL 1: 300 VERTICAL 1:60 nLL- - D c-_ -- - - O �? p CMP CUL - - 4 2 c In qr 0 CONC. WALK L J �+ 12.5mm EXPANSION JOINT 1 ' 0. `--- 50mm \--ABRASIVE NOSINGS vv L- L'V ZJ�{ � CONC. WNJC 10mm BARS A 300mmJ C.C. EACH WAY 300 —J PIPE SLEEVE —LEAD 200 12.5mm EXPANSION JOINT K'2"* TYP. CONCRETE STEP DETAIL C-1 1 SCALE: NONE - Z -- -- FINISH - GRADE z CL O_ - - � APPROXI -- TE EXISTING ' - i O O � - -- -- - - o, M -------- ---- - ------- -- 0 0 --EL 3. INV. EL. 4. k\]W.EL N INV,_JEL. - 2, PVC A RUNES 200mm PVC ® 2.86% .3 381 mm PVC 0 0.77% s 4 4 2 o+000 0+020 o+oao /0004 HQ. BN PROFILE OF CONCRETE DRIVE �-� � HORIZONTAL 1: 300 VERTICAL 1:60 8 I 7 I 6 I 5 o+000 a+ozo o+ao HQ BN ROOF & STORM DRAIN PRO HORIZONTAL 1: 300 VERTICAL 1:60 cn z 0 w D Z 0 � a U in W L] 0 Ea w E Q z W v -v W 2 V t- f7 w Co Q JLLJ z N a ; W h N n O V) `s rroqr o �n s O 3Z? W mw� -0FD F- im am .w C APPROVED ACTMTY - SATISFACTORY TO DATE APPROVED DATE A/E EFD THT DESIGN DQW DRAWN 4 THT REVIEW THT Ix .,_._Ll,11 _ CHIEF ARCH./ ENGR. PROJECT MANAGER FIRE PROTECTION BRANCH MANAGER DESIGN DIRECTOR 2 z Q zZ B Ld z J Y W o� VZW..tL W0+060 0+080 iz Zz N o w z FILE 0 0 N a I LLI W FINISHE GRADE APPRoxi TE EXISTING GROUND, Zco — TYPO o� INV, EL. 4.fi NV. R. 15.0 -- -- 200mm PVC 0 4.70% W. EL. .3 a� N 100mm PC SANITARY -- S ER UNE - _ _ - - o+aoo o+ozo HQ BN WEST ROOF DRAIN C HORIZONTAL 1: 300 VERTICAL 1:60 4 o+ao PROFILE 3 Z Q X - z0 pr o � = za ZD m� s U d Z � =o Q Z a w o nuttiffru/111/z�,, Ott_CA,o %,, � Q = V a W LLJ LL f��/ �E11 i `. • r �����/�//Illffff 0 a Q CO J 144111�1 W � U U SM FIN STpMIM WAAMMoff S1tSTEl1 WSM CIL1f. ALL UM SRE DESM FEAMIES ARE BY 07MM a o * z U ►— 0p 2 } wl �LJ a- A a { �7 CODE ID. NO. 80091 SIZE D SSE- AS NOTED o EFD NO. r 0 1 OSTA. PROJ. NO. P-1 50 U T 60 O 3 6 SPEC, NO. XX-XX-XXXX I CONSTR. CONTR. NO. Lil 1 60 N62470-XX-X-XXXX 6 0 3 6 12 18 24 30 NAVFAC DRAWING NO. .— XXXXXXX SHEET 16 OF 1 :300 W I2 I 1 DPLWVft KVISIM 05ARMft LIFT BARS T"—T-1--1--1—_ 7-7 -L——I=—I--�-_�- Iili�l I I ( III +- I --h-- — — —- , 4 I 'L_l___L___I_ _1___1___L_, 14mm @ 230mm O.C. 14mm @ 230mm O.C. PLAN OF COVER 127 e 4 .--T�r4—�— —.-- 152 4 c 25 ELEVATION OF COVER 159 -------------- 14MM 14mm @ 230mm O.C., E.W.' SECTION B-B N •' z z 11 Y Li! N CV UD (n N W o+ oQ Q li C-' 114 � A 1 "05 SIDE 3 — SKEW ANGLE - ---- II w —CD 14mm, TYP. L' 14mm, TYP. @ II CORNER - _ -A A FT I SIDE 1 I B� f I PLAN W1-3 D OR SPAN +2T 152 114 COS SKEW ANGLE)114 152 SIDE 1 OR SIDE 3, WHICHEVER IS LARGER) TOP TYP. I COVER IN PLACE _ ELEVATION 14mm ��/ 14mm,`--, 76.2m ° 41 TYP. e a D (OR SPAN) T T 4 14mm o 50mm a 14mm MIN. a I H. 4 SECTION A -A 14mm @ 230mm O.C., E.W. TYP. JUNCTION BOX DETAIL scuE-. NONE 40 VARIES 146, VAR ES \ 6 NOTE: VEGETATE SWALES IN ACCORDANCE WITH SPECIFICATION SECTION 02823, RE-ESTABLISHING VEGETATION. TYP. SWALE DETAIL SCALE; NONE i 10, TYP. 25 GROUT —� • tn__— n ^ LIF I IJAH OVERALL LENGTH = 762 2 REQUIRED PER BOX EXISTING GROUND SURFACE, SLOPE TO INLET GRATE AS INDICATED FRAME AND GRATING �N=FTOP GRADE d D 600 SQUARE v 4 200 D r _----- b-- b OUNDED ENTRANCE ,,,�T — — — — — — — — .. FLU � � 4 INV ELEV OF 4 FLOW CATCH BASIN Ti-IS INV ELEV b, In N N 150 WATERSTOP CONTINUOUS - OF OUTLET b9z #13 AT 300 ON CENTER EACH WAY PROVIDE 40 CLEAR (450 PIPE AND SMALLER) DROP INLET NOT TO SCALE CAPACITY TABLE HEAD C PACITY mm L Second 60 65 120 95 180 115 240 135 300 150 152 REINF. CONC. (R.C.) l , _305_ I 152mm \ 457 1 ' I j WARP GUTTER I I 1 I I TO MATCH INLET PLAN OPENING I—+~ A 152 MIN.--203 MAX. VARIES OPENING WIDTH PLUS 178 PT- - — --- I ' _z ME - LT152 ll NI STD. OPENING WIDTH 102 REINF. CONC. OPENING WIDTH + 102 w PIPE IT I INVERT CONSTRUCTION* — — JOINT L_A FRONT ELEVATION �► SET TO TOP OF CURB ELEV. 514mm 152mm REINF. CONC. (R.C.) 152mm R.C. 483 CURB HEIGHT 152mm MIN. CURB HEIGHT MAX. I PLUS 50mm z SLOPE r ' •, co I 152 127 CONSTRUCTION JOINT TO STORM SEWER I I TO STORM SEWER INV. EL. - PIPE DIA. VARIES 203 ti• 152 R.0 � - 610mm F 1152 R.C. SEE NOTE SECTION A -A NOTE: NUMBER AND LOCATION OF PIPES VARIES. TYP. CURB INLET DETAIL - SCALE: NONE BREAK OFF GROOVE OR BELL END 4 - D D R PIPE BARREL ROUNDED ENTRANCE (UPSTREAM HEADWALLS ONLY) SLOPE SWALE BEHIND DOWNSTREAM HEADWALL AS SHOWN - HEADWALL 1 V: 48H PROVIDE ROUNDED ENTRANCE FOR UPSTREAM HEADWALL (SEE DETAIL) e w \ \\� 0 CD p 0 LLJ = 00 0 Ct I L_1 --- I _--—J © O I / 300 \ I p p 11L D 9 \ Q o v P 00 b v �_•, L------ P � ELEVATION 5 EACH #13 FRONT B FACE ONLY c-r-r►Tlnp i ALL SLOPES S=1.5:1 S=2:1 S=3:1 D H A B C R L L L 200 500 200 300ED 1'050 1250 1650 250 550 200 300 1200 145D 195D 300 600 250 400 1350 1650 2250 375 675 250 400 100 55 1575 1950 2700 450 750 250 475 150 70 1800 2250 3200 525 825 300 500 150 80 2025 2550 3700 6001 900 300 525 150 90 2250 2900 4100 675 975 350 600 200 100 2475 3200 4600 750 1050 375 625 200 115 2700 3500 5000 900 1200 1 450 700 250 140 3200 4100 6000 10501350 450 775 300 160 3700 4700 6900 CONCRETE HEADWALL (TYPE "HW1" SCALE: NONE W 0 (n Z in oof W 0 LAO v) Lij0= v z a o U W Of z Q� Q 2�It O 3w I W ��� SEAL APPROVED ACTIVITY - SATISFACIORY TO DATE III APPROVED DATE A/E EFD THT DESIGN DBW DRAWN THT REVIEW THT Dc THT CHEF ARCH./ ENGR. PROJECT MANAGER FIRE PROTECTION BRANCH MANAGER DESIGN DIRECTOR n Q jz z U Z o > Li V) z _j Li w o Z '1 z 0 0 O vl z (1) Y Lu W J Q Q ¢O Z Z Q m w 0 o cy wrn v 2 U z 0 � Z 0 � Q d Q } w F_ z = w z Lu Lu 00 W � w z 0 o 0 W cc) i— Q m Lo a Q U o z � CODE ID. NO. 80091 1 SIZE D SCALE: AS NOTED D NO. STA. PROJ. NO. P— 1 50 SPEC_ N0, XX—XX-XXXX CONSTR, CONTR. NO. N62470-XX-X-XXXX NAVFAC DRAWING NO. XXXXXXX SHEET 23 OF c "` QQ U ONE wo, I.' A Q I -7 I I I d I I 1� 76 7 A 1 372 200x6 STEEL 1- -4 -1- 1 r-i-r.-I- PLAN 450mm 200 X 6 STEEL F[ 20mm GALV. BOLT, AP. OF 4 #20 @ 100mm, O.C., E.W., TYP. 50m R LUENT CONTROL STRUCTU SCALE: 1:6 MINOR �., ENGINEERING FABRIC RIPRAF NOTE: 1. REPAIR ALL TEARS IN FILTER FABRIC BY OVERLAPPING ANOTHER PIECE OF FABRIC AT LEAST 305mm. IF DAMAGE IS EXTENSIVE, REPLACE ENTIRE FABRIC 2. RIPRAP SHALL BE FIELD OR ROUGH QUARRY STONE. IT SHALL BE HARD, ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED. 3. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND STRAIGHT THROUGHOUT ITS LENGTH. 4. PROVIDE MINIMUM LENGTH OF 10 METERS OF RIPRAP ALONG FLOW LINE. 21 OUTLET PROTECTION DETAIL C-1 9! SCALE: NONE 18-f .8 1.8 1. ENGINEERING 457m RIPRAP FABRIC FOREBAY 2.4 2.4 MIN. 7.83-f-- MIN. �illillilillillillillillllllllllllllillllllliilililllllllllllllllllilljlll11111111 !1) 1� MIN. TRASH SCREEN #20 @ 100mm, O.C., E.W., TYP. 200 X 6 STEEL R 15 STAINLESS STEEL & SDRAPE CLOTH 1000 x 9 GALVANIZED STEEL e -ANTI-SEEP � A A A ZA��j COLLAR 305 _ 1000mm _ _ 1000mm _ SEE PLAN FOR ELEVATION SEE PLAN FOR ELEVATION 381mm CMP-/ a n a 4 DRAIN PIPE 1000mm WIDE x 305mm THICK CONCRETE ANCHORAGE FOR PIPE (4) 12mm TYP. 1 37' a a C-19 EMERGENCY SPILLWAY 31 TYP. SPILLWAY SECTIONS 5 C-19J SCALE: NONE �-19 a, c, a n a d V A SECTION A -A 1.22x 1.22 3.40 6TH TOP OF RISER ELEVATION -20mm GALV. BOLT, 5.85 8TH TYP. OF 4 2.50 HQ) 3.25 6TH TEMPORARY POOL ELEVATION 2.21 HQ) 17 2.92 6TH PERMANENT POOL ELEVATION, 5.42 (8TH) 2.00 (HQ) PVC ORIFICE 38mm 6TH 1 1 2 inches 35mm (8TH) [1 3/8 linches] 25mm (HQ) [1 inches] PRECAST DRAINAGE STRUCTURE/RISER 305- 1.40 (6TH) INVERT OUT 381 MM CMP 4.50 8TH) 1.70 (HQ) 305 LIZARDTAIL, 3.8 LITER CONTAINER @ 610 O.C. J. 3.65$­I' SECTION '10 TOP OF BANK-` EDGE OF WATER VEGETATE ALL OTHER DISTURBED AREAS IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN. SEE SPECIFICATION SECTION 02823. SCALE: NONE 1.40 (6TH) BOTTOM RISER 3.89 8TH) 1.00 HQ) ND PLANTING DET OUTLINE OF RIPRAP, TYP. 1 372�Y 381 MM CMP SCALE: NONE 2037e-2037e-20 _r1.2.5 MAX. EDGE OF BENCH ,,,,uCAR SEAL 15736 t EV IN uu\`\\\• M& FOR SrOOMU MM OE M SI51f11 DIESM (PLY ALL OW 511E DEM FEAIM AM er ORM ;}AM Lu -�� FAXLU-b0 w I, W 0 U ♦n W W = a t cn O Y U1 a v, p o �$ C � o n ,� Jo-- � W W aD lx1 [V 2 O i0 r .- 0 to W am am APPROVED DATE APPROVED S� STAGGER 0.25 DATE tilTIC EFD ry � DESIGN L 0.75 MIN. TT DRAWN I L-1 1 REVIEW PLAN i 1 QC THT CHIEF ARCH./ ENCR. 12mm CONT. 12mm @ 600 O.C. (3) 12mm' \12mm @ 600 O.C. KF SECTION C-t9 SCALE: NONE w C PROJECT MANAGER FIRE PROTECTION BRANCH MANAGER DESIGN DIRECTOR Q v z 0 w B U j W _j z Y ___I w O > Z z W LLI z Z o o z z V) �/ O Z U O F _L Li w X J Q a z- - W a cy 0 o = z Cn U 0 Q m Q Z o z 0 W a W z o N 00 W T J z z a Q U to LLJ U a m to a U o z - f- O _j CODE ID. NO. 80091 SIZE D SCALE: 1 :300 EFD NO. STA. PROD, NO. P-1 ,50 C ) 0 1 2 3 4 SPEC. "0 xx--Xx-xxXx 5 CONSTR. CONTR. NO. L� r N62470-XX-X-XXXX � 1 50 NAVFAC DRAWING NO. 2 0 1 2 6 9 xxxxxXX 12 15 w SHEET 24 OFQ 1 -ion C-9 El 3 2 1 0 li! 3 2 1 rx 1 TYP. LONE t2O HORIZONTAL 1:100 VERTICAL 1:50 UDINAL 2 TYP. TRANSVE t2O HORIZONTAL 1:100 VERTICAL 1:50 L.V.J 'CTIO 4 3 2 1 EBAY AND 4 4 __..__. APPROXIMATE D( NG -- ---_ (MOUND ELEVATI N. TYP. 2 � �OUL LL Z.UMU A UATIC BENCH bul 0 0 5 0 5 p.gs 10 15 rYN TYP. TRANSVERSE SECTION THROUGH FOREBA) �2O HORIZONTAL 1:100 VERTICAL 1:50 NTION BASIN s 3 2 C NOTE: PLANT BASIN SHELF AS INDICATED ON 4/C19 0 0 a a 4 W r (n z 0 w D ow IL U Ld w Q m ka WLi U � Qw z z W -O z Z Q Liz W `r' La G' Go z ` E C wrn O Y rn N N ofO It O > O � t N O 3�w i W m w N r 0 to 1p 6 SEAL APPROVED ACTMTY - SATISFACTORY TO DATE APPROVED C DATE A/E EFD THT DESIGN DBW DRAWN THT REVIEW T THT OC THT CHIEF ARCH./ ENGR. PROJECT MANAGER FIRE PROTECTION BRANCH MANAGER DESIGN DIRECTOR o a z U Z B a Li Z Y � W w L, w z w Lli z z Of o 0 w Z N W Y ! 1 O cri a �. O Q o a Or LLJ Q o = 2:)l mz V) r \ U cl jm 0 z Q _0 0 � z n H w w Q = al w z al U) w00 a z LJ � If w z o � Ld r W F cn U a U,^ J M V a LU o Q z U g F- 0 A a CODE ID. NO. 80091 SIZE D SCALE. AS NOTED EFD NO. Q STA_ PROD. NO. p- 1 50 U o SPEC. NO. XX—xx—xxxx n, CONSTR. CONTR. NO. LLI N62470-XX-X-XXXX i +� i 000 NAVFAC DRAVWNGNO�/�/�/ s- 0 XXXXXXX w SHEET25 OF 000 ,_ 2 0 W