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X <br />\ \ / JVA,Inc. 1319 Spruce Street <br />\ \ Boulder, CO 50302 303.444.1951 <br />www.jvajva.com <br />Boulder • Fort Collins • Winter Park <br />w VA <br />Glenood Springs • Denver <br />\\ <br />% 0 -) <br />\ 5470 <br />d \ <br />\ \ \\% ARGE 8 PVC PIPE AT FINISHED GRADE w, <br />\ WITH 2'Wx2'Lx1.2'D TYPE M RIPRAP°"'' <br />\ DISCHARGE 8" PVC PIPE A-rAWSHED GRADE INV IN(S) 5469.55 (8" PVC) A. \ <br />\\ \ WITH 2'Wx2l%r.fD TYPE M RIPRAP 3 LF 8" PVC @ 2.00% <br />Sam^ <br />INV IN(S) 5468.51 (8" PVC) 69.60 BG <br />\\ 12" AREA DRAIN \ <br />DISCHARGE 8" <br />PVC PIPE A1\ FINISHED GRADE 3 LF 8" PVC @ 1.97% W/GONG COLLAR <br />GR 5477.77 ♦ ,\o �� � _ _ <br />\ WITH 2'Wx2'Lx1.2ID\ TYPE M R CONNECT DOUBLE 12" AREA DRAIN INV OUT(N) 5469.61 (5 PVC)00 <br />\\ \ INV IN(S) 54 7 8" PVC) TO EACH OTHER, ADD CONC COLLAR AND ♦ <br />\\ INLETS SHALL BE 12" ON EACH SIDE <br />LF 8' PVC @ 1.96% OF PROPERTY LINE /.. ° "♦ �Q, CP <br />(ADJUST BASED ON FENCE LOCATION) ♦ + <br />75 <br />CONNECT DOUBLE 12" AREA DRAIN INV OUT(N) 5468.57 (8" PVC) ♦ BG _ - - -%� <br />TO EACH OTHER, ADD CONC COLLAR AND STEP WAL ''GR 77.77 <br />INLETS SHALL BE 12" ON EACH SIDE 67.42 BG <br />\\ / 000 <br />♦ i ' EXIST 5' UTILITY <br />RETAINING LL GIN PROVIDED OF PROPERTY LINE ♦ EASEMENT <br />WI DASHED LINE LIMITS STEP WALL �s _� - -- / \ \\� - \ z <br />(ADJUST BASED ON FENCE LOCATION) ♦ ♦ �� ° ♦ \\\ / \\ \\ �'\ O <br />VERYTHING OUTSIDE IS FOR ♦ ♦ \\\�- <br />INV OUT(N) 5467.46 (8" PVC) ♦ GR 78.47 _\�� <br />REFERENCE ONLY ♦ 78.66 TG ♦ ♦ 80 <br />0 ( ♦ \\�� U <br />REFER TO GEOTECH o 2 000 <br />\ / DOCUMENTS FOR FINAL ♦ ♦ �� ���� ♦ \�\\\\ J / LU <br />o <br />TOP OF WALL ELEVATIONS a ♦ ♦ --1 \ <br />GE 8" PVC PIPE AT FINISHED GRADE ��♦ ♦ �' / z <br />STEP WALL °♦ n �5D1♦' 35 \\ \\\ `\\'�''i I\ \ // O <br />° WITH 2 Wx2 Lx1.2 D TYPE M RIPRAP ♦ `° ' GR 79.4 '' -'♦ ♦ F - 8 <br />INV INS 5465.81 8 PVC ♦ w <br />() ( ) 66.29 BG �' TG - M F 7 <br />/ 3 LF 8" PVC @ 2.00% EXIST 10' UTILITY ♦ 0 51 ♦ ♦ ♦ 85 \\\\�\�\ \\\�%%���' �j /� <br />I / EASEMENT <br />12 AREA DRAIN CD1.0 ♦ o �� BASEMENT FFE=54 <br />W/GONG COLLAR ♦ ♦ `� ��' �� ♦ / <br />GR 5479.88 ♦ <br />INV OUT(N) 5465.87 (8" PVC) o 80.50 HP <br />Q6Q\ 65.24 FL, ME B ME <br />.4* a \ 1 <br />a ° ♦ a °. <br />64.16 FL, ME A ° 65.78 BG ♦ I ° ° , ' �' e <br />GR 79.88 ♦ q,`LA./ <br />i[x gnwa +o' UTILITY EASEM <br />65.69 FL� 80.66 TG ♦ =5 .43 I <br />f / ° -f of owawnx 1 tpEpTM u,�av� 0 / (PER PLAT) ° J <br />V I ♦ / M FF 482. 90 ° ° ° ° „ u� E°+"�"_ ► ' - -L - f'"� z <br />6�� I CD1.0 SWALE CENTER LINE W/ °: d <br />\ ER la ,�� <br />o 1 1 IMPERMEABLE LINER .4° , e wAur+ 41 i' \ \ <br />64.63 FL in <br />T \\ a s a ' p <br />RAISED T \\ <br />� I <br />FNDN \ 10: I I a _ OVR� ` / w <br />F- <br />$ °a 0 <br />41 67.20 <br />O <br />53 ST. ANDREWS OPOSED BUILDING OUTLINE (TYP) _ a° ° <br />T ASSUMED FFE=5469.10 CT <br />I I S UM D F E=54 .24 `�% <br />�,, 4� T A EM NT FE 54 2.24 - / �, aA ° a A <br />68.10 <br />1 :1 68.10 ' 1 / ' 20 0 20 40 <br />T 7: T O`` p <br />i SCALE IN FEET <br />67.86 HP 1010 0° T I 48 ___ <br />� I DESIGNED BY: SWW <br />00 ' ONO68 I �. / DRAWN BY: SWW <br />woo 000 <br />\ -� ' i CHECKED BY: XT/CFG <br />67.22 FL, ME - <br />67.89 BG, ME <br />100 6$ 8 .4 F , \ � � I JOB #: 3651 c <br />6 .0 G �\ I DATE: MAY 24, 2023 <br />67.92 TG, ME - / \\ I © JVA, INC. <br />TYPE M RIPRAP PROTECTION <br />J � � <br />CT FENCE POST (BY OTHERS) ° <br />S D F E 92.07 \ a I °a \ ° // ' <br />o I U \ I a° ° � <br />AS M N F E 5 \ ° ° �� / CAST IRON HINGED, z <br />1 \ .o TG ELEV <br />\ Ia a a \ ° / TW ELEV 4" TOPSOIL #4 REBAR J J <br />F ° � � <br />1 \ I a \ (SOEE ENDOTES)TE J <br />FN 4" CLAY SOIL GRASS 6' VARIES 6 Q <br />/ 1% PAVEMENT NO W <br />CO <br />1% RETAINING WALL <br />TOPSOIL ~ 00 Q (BY OTHERS) \ \ <br />COMPACTED BACKFILL (TYP) ��� \\i�; : ; :d:: \\/\\/\� 8 MIN CONCRETE COLLAR = <br />z <br />DISCHARGE <br />AS SHOWN IN PLANS <br />TYPE <br />SWALE WITH IMPERMEABLE LINER <br />NTS <br />z <br />0 <br />- <br />INLINE DRAIN <br />U <br />\� \/ <br />SECTION <br />6' NON -WOVEN GEO XTILE FABRIC <br />AIN IN W <br />SURROUND INLINE DR <br />W <br />p <br />MIRAFI 140N OR EQUAL) <br />1' 6„ SQUEEGEE TYP <br /><: <br />y <br />`PVC <br />� <br />Z <br />� <br />- <br />SDR35 <br />- <br />SEE PIPE <br />O J <br />z <br />BEDDING DETAIL <br />Lw <br />O i <br />Q <br />REINFORCED BACKFILL <br />(n <br />COMPACTED 95% OF MAXIMUM <br />- <br />U <br />- <br />CD <br />STANDARD PROCTORDENSITY <br />- <br />(BY OTHERS) <br />INVERTS (SEE PLANS) <br />J <br />O <br />z <br />Q <br />J <br />p <br />8" TO 30" NYLOPLAST DRAIN <br />0 <br />< <br />(SEE PLANS FOR SIZE) <br />AREA DRAIN <br />NOTES: <br />AS SHOWN IN PLANS <br />1. AREA DRAIN COVER TO BE NYLOPLAST CAST HS-20 <br />RATED BOLTED <br />AND HINGED GRATE OR APPROVED EQUAL IN TRAFFIC <br />AREAS. <br />2. AREA DRAIN INLETS IN PEDESTRIAN AREAS SHALL BE <br />INSTALLED WITH <br />PEDESTRIAN RATED GRATES (1/4" MAX OPENING, TYPICAL). <br />AREA DRAIN DETAIL <br />SHEET NO. <br />1 <br />2 <br />C1.0 <br />NTS <br />C1.0 <br />C 1 ■ <br />0 <br />