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Plans (42) LOT COVERAGE 1'� IS VG. C�1 ZZ BUILDING AREA 2336 S.F. LOT AREA 8.549 S.F. PUBLIC STORM DRAINAGE EASEMENT PUBLIC SANITARY PERCENTAGE 273% TO LOT 7 © SEWER EASEMENT 6 IMPERVIOUS COVERAGE 6� 10"15,41" E S 3°Or37' 60 P S p o 0 am W ROOF 2,90 SF 4 ►- . 3 37CO'' ♦DRIVEWAY 4045 S.F. �� I ►►►► __` - ;,* WALKWAY' 69 S.F. PVC y,,., .ry ` , ,50 ►_ _ �� TOTAL. 4,025 SF. 1�► m` EXISTING ���T=p � �� I �.. BOULDER WALL �11 a.8d- N '=ry` I I EXCLUDES ARE DWEL'RYBELOW ROOF 11 F - ��'�,ia�rX ya � � �����77 00 lit� 4,-_- 0 6 a69sron f I �� y z�i,- bA6 ��_ — A6 — _� lA 7ERAL N��5. I to 0 ,% 6ro 4 I I X • I"-- MAIN DECK b10��l a6 ' I460 116 6 „., 0 a1 EL-486,83' �[ 1 IA I f I `rnl LOWER DE,' . T - C) •', . I _� I t6 LOWER OOR EL.47_:3' I 7I2 I EL.4761 I 15 PUBLIC STORM DRAINAGE a1a 0 - /. ZC MAIN FLOOR p1I3f` / EASEMENT i _ Aao-w 0 E 48I0 I ?_ 0" I ter , fLa 71 oN • L. //m I 47° a / a l , 5 � '/� � . 1 I z �1\ OT 9 � ':ge -- LOT � o zl GARAGE I I j NCI L a a1 I f I 1 "s 1 / EL.4ass �i - „mil M 1 5 1 . 1� /0 70 ,.,-q 0 4'CONC. i' ( 60 DRIVEWAY i I ' I rn l 13 13500 P,St.l j UTILITY I MI 11-4^ 7 5,, BON 0 11 I I 7 JJ -� - `rt' b in _ IDEWALN __ \ \`_ '\ 2 r) 3 1,5 CURE \ =wM e- -�, RECEIVED LEGEND 7.42'46" w (�' LEGEND 0 — - 72.8 9 ' U15 APR 6 ZW23-x- SILT FENCE R • BOULDER '- ,a' CITY OF TIGA I LANDSCAPE BUILDING DIVI' •N WALL --_-,... now-TNRU -_ PLANTER B o SW BENCHVIEW PLACE ""�` �'' hsDs.r) SITE PLAN `� j SCALE 1 = 20 - 16 NOV 2021 MRR ALAN NASCORDOR THE DESIGNACCURACY ASSOCIATES.INC.IS NOT CITY OF TIGAR� 3 9 5' LIABLE MA ION THE nHE SOLE E THE TOPOGRAPHY BENCHVIEW ESTATES / / / E■ INFORMATION.IT IS THE SOLE NENDITIONS,IN OF THE BUILDER TO VERIFY ALL SITE CONDITIONS,INCLUDING ANY FILL RACED ON THE SITE AND NOTIFY THE LOT B OWNERS OF ANY POTENTIAL FIELD MODIFICATIONS. W Sal �`a/C//�/ y(f �L COLLECTION P�j vpN -�W /��/i7 !( FOR: MICHAEL NEGRU ALAN LIABOOAO DLBN N A8B00IAM NO. „°'"'''„a F9A„°.� °' 9, N540 S.F..) 776, 0 OA y 9 ZZ3 e°1.33.9ie' Fn% 5w/1]5.Om5 mp.//...neeee,e.aem , RAIN DRAIN AND OUTFALL PROTECTION w W .✓ Y Y BUILDING OFFSET AND 3 II <,; " i I IMPERMEABLE LINER AS APPROVED I I BY BUILDING JURISDICTION y W I I . PERFORATED PIPE MANIFOLD FOR LENGTH OF FACILITY; 4" MINIMUM. • STRUCTURAL WALL PER BUILDING JURISDICTION W A A 411oL W W 6" TYP. 30" MIN. OVERFLOW TO CONVEYANCE r_FACILITY WIDTH 7t .c7 ?�� ��I — 2" MIN FREEBOARD I n 6" MAX POND DEPTH 18" MIN GROWING MEDIUM 3" DEEP (3/4" - 1/4") CLEAN CRUSHED DRAIN ROCK 9" DEEP (1-1/2" - 3/4") CLEAN CRUSHED DRAIN ROCK OVERFLOW TO CONVEYANCE WATER PROOF PVC BOOT AND CLAMP OR APPROVED EQUAL FOUNDATION DRAIN PER DESIGN SECTION A-A NOTES: PRIVATE WATER QUALITY TREATMENT LOT# 2. 30" MIN WIDTH - FACILITY LENGTH TO BE CALCULATED BASED ON INCOMING FLOWS. BOX SIZE (SF.) 3. VEGETATION: SEE PLANT LIST IN LIDA HANDBOOK. OF PLANTS 4 NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. # 5. RAIN DRAINS AND OVERFLOW TO MAINTAIN MAXIMUM LINEAR TYPE OF PLANTS SEPARATION. 6. OUTFALL PROTECTION SIZED PER FLOW CALCULATIONS. 7. BUILDING JURISDICTION APPROVAL REQUIRED WHEN DEPTH OF SIZE OF PLANTS FACILITY IS BELOW BUILDING FOOTING. FLOW THROUGH PLANTER LIDA HANDBOOK C1eanWater� Services DRAWING NO. 794 REVISED 03-16 120 Low I ipocz Deveiopment Approaches handbook GeanWater"'Services