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HomeMy WebLinkAboutSW8111108_APPROVED PLANS_20111118STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 �\\\0? DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE _o\\ 0 \8 YYYYMMDD a FM 5 I A J w Q 0 MARINE NEW CORPS AIR NORTH TTAL NG GARAGE STATION CAROLINA n gs Olive Magnolia Rosehiil Words Corner Acme Delco Lela ton lace N a g S L �N ESs�<�l'=- �y.• 8302 SEAL C. ALLAN BAMFORTH, JR., ENGINEER —SURVEYOR, LTD. NORFOLK, VIRGINIA DOSS COMER 11-08-11 sAT-To APPROVED FOR COMMANDER NAVFAC DES W DR C� CHK REG oc REG NAVFAC MANAGER REVIEWED BY G i U Z inston Dover ew Bern v S W Tuscarora CN \�F� (� F > Trenton OAK GROVE i Z z 3 CHERRY POINT i W Q tIJ Lu Pollocksvile / / p F Z 0 Havelock Otw a/ O Q 7 Q Pink Comfort Hill Maysville /V �„ _ I/ eauf L Richlands <` $ I I orehead City City I 0 Z I � _ Q rrrtrt V 3eulaville W Ld W Jacksonville NC 24 W J WOII Of0 Z Z V) Veron IlkN W Z J CAMP LEJEUNE E G Cf) U H Dixon I Q Folkstone J_ L0 U w O Hol y Ridge u< Q N Bur aw g J F U Q a^ N �F LO ZQ mpsea wPPPR�VED Scott Hill NO TN i,A.ROLK, ENVIRONMENTAL. VIANAGEIO)ENT COMMISSION o a � i°✓ISBN (?F'�V>�TER OLJALITY ZM o Q Wilmington 1-N<-V-- 2011 CODE ID. N0. 80091 SIZE D SCALE: NONE Q I t JOB JOB ORDER N0. ER .�1. A.5�0 5A50 VICINITY MAP V� CONS. . CONSTR. CONTR. N0. NOT TO SCALE NAVFAC DRAWING N0. I. ' 12607219 5W0 /r �loQ SHEET 1 OF 145 G 1001 . .........:.. 5 DRNNFORM REVISION: 15 JANUARY 2008 0 I I s FAI IN 5 SPA DRAINAGE AREA CALCULATIONS DRAINAGEAREA TOTAL DRAINAGE AREA (SF) IMPERV.AREA (SF) 1 2,419 2,419 2 1,226 275 3 1,442 437 4 29,292 29,292 5 1,930 176 6 29,292 29,292 7 1,930 176 8 29,292 29,292 9 1,898 0 10 29,292 29,292 11 1,898 0 12 2,900 2,900 13 1,264 258 14 1,442 437 SAND FILTER 5,952 5952 FUTURE 8,000 8,000 TOTALS 149,469 138,198 NOTE: DIMENSIONS ARE FOR STATE INFORMATION ONLY. NOT FOR CONSTRUCTION GRAPHIC SCALE tfy'ee--1' I raw 5vv 5W G a,05,0- SW Gz,-Ov sw 5 troe-I-1 bW 5w sw o 0 — — 5 0 �D .. .........• ;�y"'; 8302 �5 Fa SEAL C. ALLAN BAMFORTH, JR., ENGINEER -SURVEYOR, LTD. NORFOLK, VIRGINIA DOSS COMER 11-08-11 SAT -TO APPROVED FOR COMMANDER NAVFAC DES CAB I DR CAD cHK REG I Qc REG NAVFAC MANAGER REVIEWED BY O z U I Z o S U p yJ z o W > w0Z z Z Z Q w � z Lu Z p 0 9 Q �' 4zz Q z W < W 0'rt Z z aY w Z w J N LaL Q zJ N CL LO af � Q O oZ U !i w w Z U af Q CODE ID. N0. 80091 SIZE D SCALE. GRAPHIC MAXIMO NO. MM6 JOB ORDER NO. W450 SPEC. NO. CONSTR. CONTR. NO. NAVFAC DRAWING N0. 12607235 SHEET 17 OF 145 D_ W C� Q w Q z CGO01 DRAWFORM REVISION: 15 JAIiM 2005 C 161 11 5 I C I oB co E 0 0 v K 0 a J w 0 1 1 2 STORM SEWER SCHEDULE STRUCTURE DATA �i C.I. RIM = 23.75 INV. 15" (NE) = 21.60 O2 C.B. RIM = 23.80 INV. 15 SE = 21.51 INV. 15" (SW) = 21.51 O3 C.B. RIM = 23.80 INV. 15 NW = 21.08 INV. 150 = 21.08 ® PIPE CONNECTION INV. 150 = 20.84 O5 C.B. RIM = 23.80 INV. 15 ((NE = 20.81 INV. 15" (NW) = 20.81 INV. 18 (SW = 20.56 © PIPE CONNECTION INV. 15" = 20.40 O7 C.B. RIM = 23.80 INV. 150 (NE) = 20.37 INV. 18 = 20.12 INV. ((NW 24 SW = 19.62 ® PIPE CONNECTION INV. 15" = 21.17 O C.B. RIM = 23.80 INV. 15" (SE) = 21.14 INV. 18 SW = 20.89 10 PIPE CONNECTION INV. 15" = 20.73 PIPE DATA 11 C.B. RIM = 23.80 INV. 150 SE = 20.70 INV. 180 NE = 20.45 INV. 24" SW = 19.95 12 C.I. RIM = 24.36 INV. 15- (SE) = 20.60 13 C.B. RIM = 23.80 INV. 15' (NW) = 20.51 INV. 24 NE = 1976 INV. 24 SE = 19.76 20 F.E.S. RIPRAP OUTLET PROTECTION INV. 2 = 14.00 21 F.E.S. M/ RIPRAP OUTLET PROTECTION INV. 1 = 22.05 22 F.E.S. N CULVERT INLET PROTECTION INV. 1 f = 21.89 23 F.E.S. NJ CULVERT INLET PROTECTION INV. 15 = 21.21 24 F.E.S. !f RIPRAP OUTLET PROTECTION INV. 15 = 21.00 14 C.B. RIM = 23.80 INV. 240 NE = 19.43 INV. 24" NW = 19.43 INV. 30" SW IW) = 18.93 INV. 30' = 18.93 (HDPE) 15 DIVERSION BASIN RIM = 23.75 INV. 24" ((SE) = 19.38 INV. 30" (NW) = 18.88 INV. 30 SW = 18.88 16 SAND FILTER INLET INV. 300 = 18.80 17 C.B. RIM = 23.18 INV. 240 (NW) = 16.47 INV. 24 SW = 16.47 18 SAND FILTER BYPASS INV. 240 = 16.00 19 SAND FlLTER OUTLET INV. 240 = 15.00 O1 - O2 44' - 15" S. 0 0.20% (CLASS V) O2 - O3 217' - 15" S. 0 0.20% (CLASS V) O3 - O5 137' - 15" S. 0 0.20% (CLASS V) ®- 0 5' - 150 S. 0 0.52% O5 - O7 216' - 180 S. 0 0.20% (CLASS V) ©- 0 5' - 15" S. 0 0.52% O7 - 14 128' - 24" S. 0 0.15% (CLASS V) ®- 0 5' - 15" S. 0 0.52% O9 - 11 216' - 18" S. 0 0.20% (CLASS V) 10 - 11 5' - 15" S. 0 0.52% 11 - 13 128' - 24" S. 0 0.15% (CLASS V) 12 - 13 43' - 15" S. 0 0.20% (CLASS V) 13 - 14 217' - 24" S. 0 0.15% (CLASS V) 14 - q5 24' - 30" S. 0 0.20% 15 - 16 18' - 300 S. 0 0.44% 15 - 17 92' - 24" S. 0 3.08% 17 - 18 18' - 24" S. 0 3.08% 19 - 20 56' - 24" S. 0 1.79% 21 - 22 79' - 15" S. 0 0.20% (CLASS V) 23 - 24 70' - 15" S. 0 0.30% (CLASS V) ALL PIPE TO BE RCP, CLASS A UNLESS NOTED OTHERWISE m m a �d 0 FL D N CARS °%, ,,,•�` 8302 r C SEAL C. ALLAN BAMFORTH. JR., ENGINEER -SURVEYOR. LTD. NORFOLK, VIRGINIA A/E LOGO DOSS COMER 11-08-11 SAT -TO APPROVED FOR COMMANDER NAVFAC DES CAB I DR CAD CHK REG I OC REG NAVFAC MANAGER REVIEWED BY 0 z c� z ws E Z Z Z Z Q w 2 LL Z O W 509 �z Q = w C'3 z Z o' Y w Z w W Q I..L/'� c� C J Lo O� ?; a o z J w Q d a 0- L. oZ 0 Ld Z O Z 0 i CODE D. NO. 80091 SIZE D SCALE: NONE MAXIMO NO. M6 JOB ORDER NO. SPEC. NO. CONSTR. CONTR. NO. NAVFAC DRAWING NO. 12607236 SHEET 18 OF 1 *5 CGO02 I 1 2 3 m 5 ORAWFORM REMSIDN: 15 JANIW 2" 1 1 2 3 4 1 5 I C L. 0 IJMrrS OF DISTURBANCE & GRADING /f TIN 24.00 22.7 It 22.0 uow.,.. MATCH LINE THIS SHEET ►�11111jI11111j11lw'l*4Wmlq ��111�1 ,51 �1 1y1•��1•� 1 INS �,,�1-1�; �111111�I1111111� �1,1�1,1�; r•1.11, 1111111j1 �•1��1�� �1111El �11.11•� NONMEMBER, ISO ►11i1i,1►11i1i,111 1iIN m 2 00000�000 M 7 . r--------------------------- 23-------------- ---------- ------- 23.75 23.2----------- 22---------�-- 24.00 ____----- 23.5 %— rd MATCH LINE THIS SHEET SEE SHEET CGO02 FOR STORM SEWER SCHEDULE GRAPHIC SCALE 1 " = 25' KEY PLAN -1 ro 8302 �( SEAL C. ALLAN BAMFORTH, JR., ENGINEER —SURVEYOR, LTD. NORFOLK, VIRGINIA 10zc DOSS COMER 11-08-11 w-To APPROVED FOR COMMANDER NAVFAC DES CAB DR CAD CHK REG Dc REG NAVFAC MANAGER REVIEWED BY C i U Z o S U t9 Li.l Z O > Z of Z WQ' w w Z Z g ��F �0 Q 2U Lu ;z Q �F Q z W Q Z Z 0 Y 0 z W Z� w aa a W c� J o Z LaL 0 Q N Q Q MJ J w Q C a Of CCD ft� 0 OZ ~Z Ld LLIZ U Q o � CODE ID. NO. 80091 SIZE D SCALE: GRAPHIC MAXIMO NO. 8W26 JOB ORDER NO. 5A5450 SPEC. NO. CONSTR. CONTR. NO. NAVFAC DRAWING NO. 12607237 100 SHEET 19 OF 145 CG 101 ORAWFORM REVISION: 15 .UNWARY 2005 C I 18 1 1 2 m 4 5 0 C L'. w �oA 0 STRAIGHT GRADE C".) moo-oo= D LIMITS OF DISTURBANCE do GRADING 1 3 'to*, Ics �o jz� SEE SHEET CGO02 FOR STORM SEWER SCHEDULE KEY PLAN GRAPHIC SCALE o zwf 1C i 8302 �c °'' Bq F�,o• SEAL C. ALLAN BAMFORTH, JR., ENGINEER -SURVEYOR, LTD. NORFOLK, VIRGINIA &AT -To APPROVED FOR COMMANDER NAVFAC DES CAB DR CAD CHK REG oc REG NAVEAC MANAGER REVIEWED BY O z U o S Z 0 w Z o> z 0 z z W Q LL, W Z �z w�F Z �R `J dog QM LQ ;II! CC LEJ � z Q CD �W � z w C'3 _ Q z Z IY C) 0 z Y w cl) Lu w_ Q Q U) ''^^ V J o Z IaL C) Q Q Q z J d a o Q O Ld W iL Z U o �� Q CODE ID. NO. 80091 SIZE D SCALE: GRAPHIC MAXIMO NO. OW26 JOB ORDER N0, W450 SPEC. N0. CONSTR. CONTR, NO NAVEAC DRAWING NO. 12607238 0 25' 50' 75' 100' SHEET 20 OF 145 1 " = 25' CG 102 4 5 DRAWFORM REVISION: 15 JANUARY 2008 L� 1 I 1" GROUT 0 o� 6" WATERSTOP CONTINUOUS FINISHED GRADE w a N n 0 �A0 z 1 2 3 FED SPEC A-A-60005 FRAME AND GRATING FRAME: TYPE VI, SIZE 22B GRATING: TYPE C, SIZE 228 FED SPEC A-A-60005 FRAME AND GRATING FRAME: TYPE VI, SIZE 22B FINISHED GRADE GRATING: TYPE C, SIZE 22B nF��FINISHED GRADE i" GROUT ° C-4 p D 2'-0" SQUARE ` ° 12- ON NOF v v ACHTWAY, MIDDLE SLAB d 4 8" D N a CONCRETE • v v ° " ROUNDED ENTRANCE 12 ° D D iv ° ROUNDED ENTRANCE w ° v ° • 4'-0" SQUARE D D v 4 v 4° FLOW INV ELEV OF FLOW STEP AT " 47 CATCH BASIN - 16" D.C. IS OF INV ELEV OUTLET o , 12" p IN INV ELEV OF CATCH BASIN pa 2" X 4" — IS INV ELEV OF OUTLET KEY JOINT D 4 _ 10 .o a • v • p • _ •v v • ° • - 6" WATERSTOP #4 AT 12" ON CENTER, #4 DOWELS TO MATCH .�\ CONTINUOUS EACH WAY, MIDDLE OF SLAB WALL REINFORCEMENT #4 AT 12" ON CENTER, EACH WAY, 1 1/2" CLEAR CATCH BASIN (18" PIPE AND SMALLER) NOT TO SCALE FED SPEC A-A-60005 FRAME AND GRATING FRAME: TYPE VI, SIZE 22B GRATING: TYPE C, SIZE 22B 1" GROUT D a D p 00 v v ° #4 AT 12" ON CENTER, EACH WAY, MIDDLE OF SLAB D 4 D pp 6N D ROUNDED ENTRANCE D D Ile 8" - 3'-0" SQUARE D SL TEP AT 16" ON CENTER 6" D .D INV ELEV OF CATCH BASIN IS INV ELEV OF OUTLET D 4 _ v .C p D D D D - 6" WATERSTOP #4 AT 12" ON CENTER, CONTINUOUS EACH WAY, MIDDLE OF SLAB CATCH BASIN (21" TO 27" PIPE) NOT TO SCALE n ° FLOW D — 2" X 4" \ KEY JOINT D #4 DOWELS TO MATCH WALL REINFORCEMENT a" CATCH BASIN (30" AND 36" PIPE) NOT TO SCALE i'—n" R" n<.vmmvm 1 Vl1 V � 1 L DAD nD CTCCI CADDI/` 4 5 SPIGOT END ON INLET END SECTIONS HUB END ON OUTLET END SECTIONS L_ — — — A PLAN SECTION CG504 FLARED END SECTION 12"-60" CONCRETE PIPE NOT TO SCALE c" u1r10 UOA1 1 u1 / AA #3 CENTER OF SLAB CONSTRUCTION JOINT w CG504 E FRONT ELEVATION END SECTION DIMENSIONS DIA. A B C D E 15" 6" 2'-3" 1'-9" 4'-0" 2'-6" 24" 9 1/2" 3'-7" 2'-6" 6'-1" 4'-0" CG504 8 4'—DN GUTTER ;' INVERT 7 j.I LFLOW 1 NORMAL 2'-0" 12" GUTTER I GUTTER TRANSITION �;- to T ; II a 1 o _ _w _ o z N M 4'-0" 2'-0" NORMAL THROAT OPENING GUTTER I GUTTER TRANSITION mmi PLAN NOT TO SCALE /�-- THROAT OPENING — CONSTRUCTION JOINT CG504 j ro CARI :Q ' 8302 6� " c ,,, SEAL C. ALLAN BAMFORTH, JR., ENGINEER -SURVEYOR, LTD. NORFOLK, VIRGINIA LOGO SLAB 7 DOSS COMER 11-08-11 SAT -TO APPROVED GUTTER INVERT GUTTER INVERT FLOW FOR COMMANDER NAVFAC DES CAB DR CAD ,.'-r.:%..a :.. CHK REG ac REG . i a a -' .. ".. /' a. NAVFAC MANAGER CG504 / 4-#4 1 1 /2" CLEAR �� Ad ,J A �� BRICK OR CONCRETE WALLS REVIEWED BY Z #4 AT 12" ON CENTER ROUNDED ENTRANCE 1 1/2" CLEAR — s z FLOW = FLOW o , w - Z UO > .." A INVERT ELEVATION OF INLET IS Fa a I w PIPE INLET CROWN AND OUTLET INVERT ELEVATION OF OUTLET PIPE z z Lu CROWN TO BE SAME ELEVATION SECTION 1212 a �j Q PLAN CG504 NOT TO SCALE Q DOUBLE LEAF TOP ELEVATION GIVEN HERE FED SPEC A-A-60005 z < HATCH FRAME AND COVER FRAME: TYPE I, STYLE A. SIZE 30B Fr RIM = 23.75 TO FIT CURB AND GUTTER COVER: TYPE A, SIZE 308 z (� J FINAL GRADE SLOPE 3:1 F Z 1 4' #5 ®9" EACH WAY FINISHED GRADE w 0 Q MIDDLE OF WALL w a a 4 1 /4" 5" WEIR WALL " MIN. 8" �1 1/2" BRICK OR CONCRETE WALLS 0 � zi O 2 �_ 3 3/8" BENCH MANHOLE STEPS AT 16" z J a 30" S. af Ae s. 3-#4 TOP AND BOTTOM SLOPE 1" MAX ON CENTER W j #4 ® 9" EACH WAY TOP & BOTTOM SECTION CG504 DIVERSION BASIN 15 N.T.S. #4 AT 12" ON CENTER, TOP AND BOTTOM, 1 1/2" CLEAR BACKFILLW 3" CLEAR M4- BRICK OR CONCRETE FILL ¢ o z rL z 0 0 Z wCOMPACTED #4 AT 12" ON CENTER, EACH WAY 1" CEMENT MORTAR coDE ID. IN eoosl SIZE D SCALE NONE SECTION FINISH IN GUTTER MA%IMO N0. �%28 CG504 NOT TO SCALE JOB ORDER NO. 5A5450 SPEC. NO. CONSTR. CONTR, NO. CURB INLET 4' THROAT NAVFAC DRAWING NO. 12607242 SHEET 24 OF 145 NOT TO SCALE CG504 _ DRAWFO"Y RENSION: 15 JANIMRY 2008 m IDENTIFICATION TAPE FINAL BACKFILL W A A DETECTION WIRE D INITIAL 6" - 12" Z BACKFILL COVER ' SPRINGLINE a m 10.D_ PIPE ZONE w BEDDING 6" FOR PLASTIC PIPES C 3" MIN. BITUMINOUS CONCRETE SURFACE COURSE 8" MIN. AGGREGATE BASE COURSE ° ° ° ° ° ° 0 0 0 0 0 0 , VARIABLE THICKNESS BACKFILL ' CUT 24" BELOW EXISTING GRADE COMPACTED SUBGRADE TO 95% MOD. PROCTOR BITUMINOUS PAVEMENT SECTION NOT TO SCALE 8" MIN. CONCRETE n a o a 6" MIN. COMPACTED SUBGRADE TO 95% MOD. PROCTOR CONCRETE PAVEMENT SECTION NOT TO SCALE FACE OF BUILDING �1/2" EXPANSION JOINT SEE PLAN 6" 6" CONCRETE FINISHED 1 /4" RADIUS, TYP. d 4 'v GRADE 4 4 4 D 4" AGGREGATE — COMPACTED SUBGRADE CONCRETE STOOP N.T.S. PIPE DIA. MAXIMUM "D" "A" 16" TO 21" 10" 24" TO 30" 12" MAXIMUM TRENCH WIDTH TAKEN AT TOP OF PIPE NOTE: PROVIDE BEDDING IN ACCORDANCE WITH THE SPECIFICATIONS. �c 12" BELOW FINISHED GRADE IN UNPAVED AREAS. 6" BELOW TOP OF SUBGRADE IN PAVED AREAS. PIPE TRENCH WIDTH DETAIL NOT TO SCALE CONCRETE PAVEMENT 6' TOP OF CURB = BASE OF CURB SEE PLAN 6' IDENTIFICATION TAPE W A O.D. A DETECTION WIRE FOR NON -PLASTIC PIPES TOP OF CURB SLOPE DOWN_ _ _ SLOPE DOWN TOP OF CURB BASE OF CURB = \1:10 MAX. 1:10 MAX. / BASE OF CURB = TOP OF CURB - 6" \ \ o I I TOP OF CURB - 6" in o CONIC \ I o � I / CONC. WALK I v I / WALK N___-� HANDICAP RAMP N.T.S. 1 1/2" - 90' BEND 3" X 1 1/2" f.",.... _ BACKFLOW PREVENTER DETAIL TBEDDING THICKNESS VARIES 6" 2" ° 2"R ° ° a CURB DETAIL N.T.S. SAW CUT, TYP. PAINT EXPOSED SURFACE COURSE EDGES W/ TACK COAT �3" MIN. BITUMINOUS CONC. SURFACE COURSE EXISTING 8" MIN. AGGREGATE BASE COURSE BASE COURSE SEE BITUMINOUS 12" NEW PAVEMENT PAVEMENT SECTION MIN. AREA THIS SHEET NOTE: PROVIDE MINIMUM THICKNESSES SHOWN OR MATCH EXISTING, WHICHEVER IS GREATER. BITUMINOUS PAVEMENT INTERFACE DETAIL PAVEMENT 3' CLEAR 1 1/2" BACKFLOW PREVENTER ASSEMBLY N.T.S. 1/2" - 90' BEND 1/2" - 90' BEND NOT TO SCALE 9" CONCRETE SLAB - #5 0 12" EACH WAY i v — 0 v 0 — - ° , ° 0 ° ° 0 ° 0 '0' CONTRACTION JOINT (CJ) NOT TO SCALE NOTE: DOWELS AND TIE BARS SHALL 20" BE SPACED SUCH THAT THEY ARE NO CLOSER THAN 10" TO PERPENDICULAR JOINT. 10" F-H/2 .. .. .. .. .. .. �_ GRADE BEAM N(SEE STRUCTURAL /� DRAWINGS) 8" MIN. AGGREGATE VARIABLE THICKNESS BACKFILL BASE COURSE CUT 24" BELOW EXISTING GRADE COMPACTED SUBGRADE TO 95% MOD. PROCTOR ENTRY SLAB DETAIL ABLE, INSULATED ENCLOSURE a i WATT HEAT TAPE. 4" THICK CONCRETE PAD (SIZED PER ENCLOSURE + MANUFACTURER) = 1/2"0 BACKER ROD — IIZED STEEL SCH. 40 BOVE BENDS (TYP.) 1/2" INCREASER N.T.S. " — SILICONE JOINT SEALANT 1/4"t1/16" 1/4" 3/4" SECOND SAWCUT FIRST SAWCUT (AT CONTRACTION JOINT ONLY) _ 1 /$" SAWED JOINT DETAIL CG505 NOT TO SCALE o 0 NEW OR �. °EXIST. PCC D p D 1" DIAMETER SMOOTH DOWEL 16" LONG SPACED 12" O.C. NEW PCCKER = 0 MULSION D —PAINT AND LIGHTLY OIL ONE END OF DOWEL NOTE: AT EXISTING PCC DRILL AND GROUT DOWEL AT MID -DEPTH OF EXISTING PCB. AT NEW PCC, PLACE DOWEL AT MID -DEPTH OF NEW PCC. DOWELED CONSTRUCTION JOINT (DKJ) NOT TO SCALE 3/4" 1/4" R NEW OR EXIST. PCC SILICONE SEALANT- 1/4"t1/16" d a NEW OR EXIST. PCC 0 3/8" PREFORMED EXPANSION JOINT MATERIAL EXPANSION JOINT DETAIL (EJ) NOT TO SCALE SIDEWALK NOTE: PROVIDE CONTROL JOINTS 0 SPACING EQUAL TO WIDTH OF SIDEWALK AND 1/2" EXPANSION JOINTS EVERY 40' OF STRAIGHT RUN, AT CHANGES IN DIRECTION AND AGAINST ALL STRUCTURES AND EXISTING CONCRETE, UNLESS NOTED OTHERWISE. 4" CONCRETE ° 1. 4. ° a ° ° °. COMPACTED SUBGRADE CONCRETE WALK SECTION NOT TO SCALE 4 5 FL azl �Essi' 8302 SEAL C. ALLAN BAMFORTH, JR., ENGINEER —SURVEYOR, LTD. NORFOLK, VIRGINIA 11-08-11 SAT -To APPROVED FOR COMMANDER NAVFAC DES CAB DR CAD CHK REG I 0C REG NAVFAC MANAGER REVIEWED BY 0 z U a z U S (If 5 z o w > z Q Wg 3 Lu 0z z C'3 Roy Q -4z Fr w C� V' z Z J Q W z0 ccwp _ WEL ~a U) LO O z J V o o¢ w W IL z Z a O � L CODE ID. N0. 80091 SIZE D SCALE: NONE MAXIMO NO. BW26 JOB ORDER NO. 5A5450 SPEC. NO. CONSTR. CONTR. NO. NAVFAC DRAWING NO. 12607243 SHEET 25 OF 145 CG505 DPAMFO"M REMSION: 15 JANUAW 20M N 2 3 n n r rf FOO