PC Packet 04.26.18 - Laserfiche WebLink

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O EXISTING LIFT STATION SAN MH EXISTING SAN MH RIM: 924.65 RIM: 924.42 INV OUT: 907.31 BOT: 899.31 INV OUT: 907.08 / / / / \ / ' / WL / �w��WL 7- MH 901 ` EXISTING SEE DETAIL 534 \ SAN MH ■ r APRON 902 M: 931.19 RIM:931.17 INV: :: 923.59 INV: 924.25 / 2 7 INV OUT:927.00 Iv `I k k k k k k k � LL LL L k 928.5 J LL� LL L / k LLLLLLLLLLL Ll 1, 1 LL L / I CBMH 1101 \ 85' of 24" RCP @ 3.23% LL_LLL LLr " / / / / NE SEE DETAIL 534 / \ I I EX STING " k LLL LL LLL / / / / INFILTRATION RIM--- � M �� I RIM': 930.23 CBMH 801 � �( NW FILTRATION -� / � / CA CH BASIN �k RIM: 918.0 9 0 INV OUT:923,50 INV: 909.80 " LL BASIN _LL " / BASIN i " \ I IN :926.10 - EO I LLL BTM: 915.0 _ k I BTM: 924.0 25 of 24 RCP @ 2.00% 30' OF 15" 919.2 LLL _L HWL: 928.5 LL HWL: 918.2 L / / / APRON 902 \ » HDPE @ 1.0% » / / » LL LLLILLL LLL / CLLZt � L --L rn INV: 924.25 n k k LLLLLq�L 'L LLLrL k / FFE: 931.50 \k LLl+L _ / / / NE WETLAND » I ; v I k r k k I k I k LL±L L 6" PERF PIPE _ �- / \ I I I \ I LLL i @ 0.5%-L ° / / BTM: 923.0 LLL L LLL LLLILL NE I HWL: 928.5 LL L LLL LLLLL 6" PE CAP PRETREATMENT " J 15" METAL APRON 802 L� LLLLL LLL L INV: 913.5 / I I / \ + I k INV: 909.5 » r_ LL L Lt LrL L 7Ik I POND SEE DETAIL 571 & 580 LLLLL LL LLLL I I BTM: 921.0 @ v kL6„ PE CAP/LL l I z NWL: 924.0 FFE: 931.50 '0 LL INV: 913.5 _L I I / - ZZVAI LLL�L L� �L APRON 108 HWL: 928.5 / k LLLL LL LL INV: 922.50 APRON 1002, / / 12" RC APRON 501 V L L LL LLL + + + + + + A / » » L�LL LLLLL L » kINV: 922.50 » INV: 926.0 LILL LL LL L I I I / o ( ++++I+ SEE DETAIL 580 1 " " " LLL LL LL L / k LL LL LL I L MH 302 / 21 RC APRON 403 I+ I I / I v \ LL L�L�LLL I SEE DETAIL 534 / INV: 922.5 108' of 12"I RCP @ -1.85% I LL LLL �LL RIM:926.46 SEE DETAIL 580 1 / LL LLLLL �_ CBMH 1001 LL "'' INV IN:921.00 o�. 27g� I SEE DETAIL 534 1 CBMH 503 » LL LL INV OU 1:915.15 57' of 21 " RCP @ 2.15% _30,, of 18" RCP RIM:929.61 SEE DETAIL 534 / 27 METAL APRON 304 » I pc 1 @ O.g�% INV OUT:924.25 RIM:931.18 I / INV: 914.90 A SEE DETAIL 571 & 580 " I _ @ In INV IN:925.69 CONNECT TO 227' of 15" RCP @ 1,00% Q CBMH 502 INV OUT:925.69 EXISTING CBMH 48' OF 27" HDPE @ 0.52% I " I I I > '`�» » \ 329 I RIM 932.67 \ / ^� / CBMH 401 1 \ \ � INV IN: 928.00 RIM: 931.12 SEE DETAIL 5341 I \ \ INV OUT: 926.50 n� INV: 925.3 cc ) � INV: 925.34 (W) RIM:928.91 I \ CBMH 402 \ I 163' of 36" RCP @ 0.50% INV OUT:926.00 _ SEE DETAIL 534 CBMH 107 > » �> v RIM:928.72 SEE DETAIL 534 INV IN:923.73 RIM:928,77 / j I 69' of 36" RCP @ 0.51 % / INV OUT:923.73 INV IN:922.26 � 2�>, " ° "� , �� " INV OUT:922.25 of 2j n / » 253' OF 24" HDPE @ 1.18% E ISTING I I � � � � � � � �� RCp � • ;� �. N MH / Oo RIM: 30.34 �.�09 ; INV: .37 // � k 9 / // I ,� 7q �S �/ » NL �� CBMH 106 / N95.3 » I CBMH 701 \ \ \ / / / SEE DETAIL 534 \� SEE DETAIL 534 / / RIM:929.73 I + d6 RIM:928.42 / \ / / / INV IN:923.38 + dd n INV OUT:924.42 I \ \ / / , / / INV OUT:923.38 I 117' OF 15" HDPE @ 0.80%/ / / � 129' of 27" RCP @ 0.40% 24" METAL APRON 301 922- / / \ \ \ " I I INV: 924.00 I I \ / \ \ \ CBMH 105 SEE DETAIL 534 n i FFE: 931.50 \ • \ INV IN:923.90 RIM:929.71 INV OUT:923.90 I wo v 15" METAL APRON 701 / \ I III INV: 923.48 � /SEE DETAIL 571 & 580 \ 147' of 24" RCP @ 0.39% / v 1 CBMH 104 \ I I SEE DETAIL 534 SW PRETREATMENT » / I rn l I I 1 RIM:929.50 I I INV IN:924.47 .4 ^ \ POND I I I I a, /\ I I INV OUT:924.47 , BTM: 922.0 l I r \ NWL: 924.0 v HWL: 926.5 \ I I I ° EXISTING EXI TIN I \ l CATCH BAST NIM 929.58 RI 29.48 925.65 INV -.923 78 Ik \ I I 1 18' of 24" RCP @ 0.41%- v X16' of 21RCP @ 0.44% / f CBMH 102 EXISTI� 203 RC APRON I \ \ / /� / SEE DETAIL 41 CATCH RIM: 9B9.71EXISTINGv r INV: 923.82 \ / INV IN:925.02 INV: 925.4 CATCH ASIN l C SEE DETAIL 580 \\ \ INV OUT:925.02 39 k / / I � � IN23. 1 \ k k I CB 201 I \ / 120' of 15" RCP @ 0.40% n / \ k I SEE DETAIL 534 \\ / I I CBMH 103 v \ RIM:930.81 -' 93' SEE DETAIL 534 I / 35' of 30" "RCP @ 1.13% INV IN:924.95 INV OUT:924.95 k \ I " CB 202 148' of 21" RCP @ 3.01% \ \ _CBMH 101 95 i I / \ 6 SEE DETAIL 534 SEE DETAIL 534 I EXISTING l I IM:927.50 I RI:92 I SAN MH Imv IN:923.89 INV OUT:925.50 .50 RIM 93218 IF I IN 0 T:923.89 k kl k EI k k k kk_ l k k l INV: 923.08 ---- I / l l I � N 60 120 SCALE IN FEET STORM WATER MANAGEMENT LEGEND: ® MANHOLE ® CATCH BASIN (SEE DETAIL 533) 9 APRON >> STORM SEWER (SEE DETAIL 542) - - >> DRAINTILE (SEE DETAIL 521) » VEGETATED SWALE RIPRAP (SEE DETAIL 570) NWL 100 -YEAR HIGH WATER LEVEL 100-HWL NORMAL WATER LEVEL 11 LLLLLLLLLLL LLLLLLLLLLL U,,:t 1O FILTRATION MEDIA WF: 919.2 *9 EMERGENCY OVERFLOW (SEE DETAIL 504) + + + +++++++++ O F_ < w r p COMPACTED CLAY LINER (SEE DETAIL 553) GENERAL GRADING AND DRAINAGE NOTES: 1. LABELED PIPE LENGTH INCLUDES APRON LENGTH 2. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE BEFORE BEGINNING SITE GRADING ACTIVITIES. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIAL TO BE HANDLED, AND FOR THE AMOUNT OF GRADING TO BE DONE. ALL COSTS ASSOCIATED WITH IMPORTING SUITABLE MATERIAL AND EXPORTING UNSUITABLE/EXCESS/WASTE MATERIAL SHALL BE INCLUDED IN THE BID PRICE. 4. CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD EXISTING ONSITE TOPSOIL, IF MATERIAL IS APPROVED BY THE LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. PROVIDE A UNIFORM THICKNESS OF 6" MINIMUM IN ALL DISTURBED AREAS TO BE LANDSCAPED. 5. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL UNLESS OTHERWISE DIRECTED. 6. REFER TO LANDSCAPE PLAN FOR PERMANENT TURF RESTORATION AND PLANTING INFORMATION. 7. MAINTAIN TEMPORARY PROTECTION MEASURES DURING CONSTRUCTION ACTIVITIES. SEE SITE REMOVALS PLAN FOR ADDITIONAL INFORMATION. PROVIDE ADDITIONAL PROTECTION AS NECESSARY AS WORK PROGRESSES. 8. SEE CIVIL SITE PLAN FOR SITE LAYOUT. 9. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED SURFACE GRADE. 10. SPOT ELEVATIONS SHOWN ADJACENT TO CURB REFER TO GUTTER/FLOW LINE. SPOT ELEVATION SHOWN FOR TOP OF CURB ARE LABELED WITH TC (TOP OF CURB). SPOT LABELED ME REFERS TO MATCH EXISTING GRADE, EOF REFERS TO EMERGENCY OVERFLOW ELEVATION, TW REFERS TO TOP OF WALL AND BW REFERS TO BOTTOM OF WALL. 11. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AT ALL TIMES. 12. NO GRADED SLOPES SHALL EXCEED 3:1 (HORIZONTAL TO VERTICAL) UNLESS OTHERWISE NOTED. 13. UNIFORMALLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 14. LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE AND CONDUCT GRADING OPERATIONS IN A MANNER TO MINIMIZE THE POTENTIAL FOR EROSION. Know what's below. 0111 before you dig. STATE LAW: 48 HOURS BEFORE EXCAVATING OR DEMOLISHING BUILDINGS, CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITY LINES. THIS SERVICE LOCATES UTILITY OWNED LINES BUT NOT PRIVATE LINES. THE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE EXACT LOCATION OF ALL UTILITIES (PUBLIC AND PRIVATE) MUST BE DETERMINED BEFORE COMMENCING WORK. N a=E • cD o LU V (n = L w N Z Z c: Z • < 0 LU U oC �W�o Ln V' fV i= }, Qo,w J ry) Z) cn QmN O O Ln U,,:t 1O M Z w O F_ < w r p v U < = OV ��w N w Q < ca ~ N w m IL 2 N p ~ Z � O~< zw Qw O F- r _w LU > � w w CL LL CL O w U www 'a :mm) O p J w z c z < N 0 r m LLJ z O IL V) w p LU r Z Z J O w w Q r z w Q w w 0 >< Q w O LU r �z O Z Qp- > LL_j� w w > _� w w 6 ry LLJ O LU wQ C) U = cp U w O </) c") JOB No: 171316 DATE: 04/10/2018 DRAWN BY: Cio DESIGNED BY: ECR SHEET: C5eO