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PLM2014 - 00258 4*C: 4W RECEIVEP DEC 2 9 2014 cffv OF TIGMW BUILDING DIVISION cn i::� Ir? "Coo Cl?) 00 .4... 0 CONSTRUCTION NOTES torn ,--, o1-1 A. GENERAL "MATTHEW PARK" 1. ALL PRIVATE IMPROVEMENTS SHALL BE CONSTRUCTED PER THE APPLICABLE t LJ 'ILA MANCHA ESTATES" 4 Cd I I SECT`IONS,OF THE UNIFORM PLUMBING CODEWITH OREGON AMENDMENTS, cn C/1 P-4 4-f 12 10 5 AND THE UNIFORM BUILDING CODE WITH OREGON AMENDMENTS. ICA R=48 't 5 + + -A=53052'58" ; -i�: N - 2. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE Ln L 1. L=45.14' 17 9 8 .00, U DRAWINGS AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE J* 01I - .I� a. *7.7.`.1.1..... RIAN f %1.1.1.7.1.1= 'NEDEST - . -:.' I! . . . . , " - , --k , I ...... 5SMT,*-. . ..... I II IF ., , I k. . PROJECT IN AN ACCEPTABLE MANNER. ALL INCIDENTAL WORK SHALL BE 4 INCLUDED.IN THE UNIT PRICE BID FOR THE ITEMS.OF WORK LISTED IN 0 01 T 4 T-1 R=39. .n n THE PROPOSAL. ANY ITEM NOT LISTED IN THE PROPOSAL IS ........................ .... ........... A=89006'50" .... .............4.............. 7.1.7.1........................ ...... ................. ..........................4..........I......... TAL. ............................................... ................................................................................................ ............... .............. ........... L=60.66' ........ .......................... ....................................... ................................. ....... CONSIDERED INCIDEN :. ........... .. '32"E" ...... ........... . .. ............ .. ...................... ..... ......... .... ............... ...... ..... ... .............. .............. ...... ............................. ................ ................... -54-,Q ***I— ..=I.7.1.7.1.1.1.1.1.7.1 .1.1.1.11, .1.1.7. .................. ............... ........... . ................... ......... ........... .......... ..................... ........... ......... .. .............................. Ss- -S . ..................................................... .............. ....... ...... .........................................I................................. . ............................ .......... ...................... ................... .......................... ..... ...... ........................................................................ .............. .............. ............. 3. THE CONTRACTOR AND/OR SUB-CONTRACTORS SHALL HAVE A MINIMUM OF ............ .......... . ..................................................................... ............... ...... ............. ....... .... ..... ......................... .. ....j..... ONE (1) SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ............ ...... ............... ......................... .... .......... ALL TIMES DURING CONSTRUCTION PHASES. ..... ...... ................................... ................. i :.C- C. r ....... . .................( . .: *4*."%.:... 14 -1. .,.,: , . ................... .............................. .......... . ...T -00 .......... ...... ........... ............. ....... ............ :7T4...�.. 7 x 7. ................ 4 .............................................................................................................. A.4 ............... . ... .. . . ... ..... ....... ............ ... 41* -COM ........... 103 M f. LU . ... . . ....... .......... C7. ....... Ir -c-,-, ............... . 4 - 4. ALL MATERIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF ............. _�7 ............. ................ _W:, :3 4,V �-T ... ....... ................. j . ......... i y ...................... ............. MATERIAL(S) TESTED IN ACCORDANCE WITH THE SPECIFICATIONS. BY 4.�'9 17030'24" _7 ..............I. U ACCEPTANCE OF THE CONTRACT WITH THE OWNER/DEVELOPER, THE ��Ilyll ............. .............. LU P( 2+28.61 ....................... . ............ 4.67' CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED TO THE JOB A A .14.......... SITE OR INCORPORATED INTO THE WORK WILL MEET OR EXCEED ... ....... ...: ............................. ...... ...... ...... ....... .............. ........... D ......... .. ........\............ it .......... SPECIFICATIONS. ANY MATERIAL NOT CONFORMING SHALL BE REMOVE 7.7.'.7.7................ ir ............. 4 ....... .6i > .................. -7 ............... 17 1 AT NO ADDITIONAL COST TO THE OWNER. 7.7 W it /�JL=ji �i ................................ . .. .. 4. 3_rl! . ! / !! R -.71 ........... ?c .......... ............. 9.00, 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO L ......... ....... ............... ...... < --18038'50" .............. ...... .................... SIGNIFICANT DISCREPANCIES. UTILITIES HAVE BEEN LOCATED FROM ............... ... ..............4............. P L=1 U......... BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY 2.69' ................ .. ....... ............. ..... SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO ........... AVAILABLE RECORDS AND MAY NOT BE AS SHOWN HEREON. CONTRACTOR 6+e LOT 2 i d� ......................... ...... ..... ...... ....... BEGINNING EXCAVATION. ................ ........... ..... ... ................... ................. ........... 1L 4 il . ............. ................ .......... x........*.............. 6. CONTRACTOR TO PROVIDE TRAFFIC CONTROL PER ODOT AND M.U.T.C.D. STANDARDS 4 L ..................... Im...................... ....... ................. IFOR ALL CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY. ............................... i6=!=AI M 2 7 ..... ............... ........... ............. .I......... ... . .. ..................... ...... ... ... . .................. . .......... ------ - ............. ........... ....... ............... 10 .......... ............. ........................ ........... I B. STREETS AND STRUCTURAL FILLS 1 1-11 1 AR ....... ........0-............... ............ I i I 'i ....4 ...... I j 7i 71 �- -.11 ...... C 02-5.( 0 ....... ...... ......U)... . .... ...... .............. ....... ..... . .................... .......... > .. .... . .. :1 I ALL TREES, BRUSH AND DEBRIS THAT CONFLICT WITH PROPOSED IMPROVEMENTS ....... .......... . SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR UNLESS t.............................................. 0 no! ..,_. .....:..... -A ............... ........... .......... .. .. ............. OTHERWISE NOTED ON THE PLANS. .................... 7+54.34,13.0011T ............. .............. . . Zi ........................... ............. 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPING SHALL I :� .1. N 0 ..................... t ......... ................ .......................... ....................... ............. . BEGIN CONCRETE PAVEMENT CONSIST OF REMOVING THE TOPSOIL HUMUS. STRIPPING MATERIALS t ........... � 4 .... ........... ............... 0 BIKERACKS ........ SEE SECTION DETAIL THIS SHEET t f -SITE AND OFF-SITE, tSHALL BE DISPOSED OF BY THE CONTRACTOR, BOTH ON - - - - - - - - - - - - 4 - UNDER-ROOF ......................PC 7+41.61- .................... ----- - AS DIRECTED BY THE ENGINEER. .......... .. .1. L.... ......... ...... ................ .............. ... ......... 7 A OVERHANG S R=48.00.' 4 BIKERACK . . .... .-- .............. ... 3'. EMBANKMENTS OR STRUCTURAL FILLS SHALL BE CONSTRUCTED FROM 0+74.01 LOOP ROAD A=14049'53'1'� ....... ...... ON COVERED PATIO EXCAVATED MATERIALS ACCEPTABI E TO THE SOILS ENGINEER AND L=12.43 , ......... 2+72.59 ENTRANCE OAD 440 TRASH BINS AND SHALL BE UNIFORMLY CONDITIONS TO WITHIN ±2% OF OPTIMUM ..... .. . BACK UP GENERATOR ............................. .. MOISTURE CONTENT. FILLS INTENDED TO SUPPORT STRUCTURES OR CROSSWALK. .......... ...... PAVEMENT SHALL BEL PLACE IN LIFTS NOT TO EXCEED 8 LOOSE MEASURE. U ......... ...... ......................................... P. .......... ................................... ....... ...... .... .. .................................... ... ........... -t4 4 E� .. ....... ...3' ............................... ....... AS OBTAINED BY AASHTO T-180 COMPACTION TEST. FOR FIL IN Ln ERS) ............ ........ (BY'OTH L. ML L PAVE ENT AREAS. .......................... .. . . .... ....................................... 00 Lr) 4.1. ......... ........ ....... ......... ......... ......... . ...... .......... FILLS SHALL NOT BE CONSTRUCTED ON NATURAL SLOPES.STEEPER THAN ............. L ... ............ .4 ..... TWO HORIZONTAL TOONE VERTICAL. ALL FILL SLOPES SHALL NOT 8 1 10 +(0 ...... ....... .. ...... , , -�-= 25 ................. ........ :::t4c.I A. 4 784 R 37.00' EXCEED TWO HORIZONTAL TO ONE VERTICAL. NO ROCK OR SIMILAR 00 4 IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 8" L=141.3��: -A DELIVERY TR6Ck.ArdEtS.- =11.6.241 f ............ t tj ............. ........... ..................... . ......... .... UILDIN G 20 .00 ........ 7.1;1.1.7.7............ .... ... ........ IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING ........................ ........ ......... .......... 0+00 LOOP ROAD CONSTRUCTION, THE CONTRACTOR SHALL ADVISE THE SOILS AND CIVIL ......... ........ .......... . .................. ....... ................... .... .. .....15+26.06 LOOP ROAD ENGINEER OF THE CONDITION FOUND AND COORDINATE HIS.ACTIVITIES .......... T( ........ ......... ... ......... ........... ......... ............... .............. .............. ........ . 8+30.44, 0.00RT . ........................ ........ ........ . ..... ----- 0+00 ENTRANCE ROAD ..... ........ ............. IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE ................. ..................... . ... .... ...... . ......... ......... . . ................... ... ....... ............ END CONCRETE PAVEMENT ?7 .:A........ ............ ...................... ............ .. ..... SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER .................... ..... .. . ............ .......... .......................................................... ........ ................... ..... ............ ...................................... ........................ -A ..................... ...... ..... ENCOUNTERED. ..... ......... ......... ............. U ................ . ..... ................ ...... ............ ........................................... Im T '. NCE 93 ... ............ ....... -RA -..'.SIGN-*-'-'-"-*-*-*-'---- .. .................... 4. ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CURB AND SIDEWALK ....................................... 'T ........... ..... ....... ......... CONSTRUCTION SHALL BE AS SHOWN ON THE TYPICAL SECTIONS AND IN ............. ...........:::::E-N............:. .T-R.A`N C-E:- ........... .......................... ............ ................... ........... ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. .......... --------- ......... .. .. .............. .'13 ...... .. ...... . .. ... ............ .. ... .. ......... ........ ...... ........ .... ...... . . . ...... ... ................ .. . ........ ......... . .................... ....... .. ........ ......... ... ......... C. UTILITIES . ............ ..... ..... :..- ............ .... ............... .. ........ .... ......... ........ ... ........ .. ........... ......... .. ------- E ... .... .......... ........=1. ------ IV . ........ .. .............. ......... .... ... ........ 1. ALL NONMETALLIC PIPING SHALL HAVE AN ELECTRICALLY CONDUCT . ........... 4 . .......... 8i 0. .............. TRACER WIRE (18 GAUGE, INSULATED COPPER, OR HEAVIER, IN ................... 0 ............ 4, A=22009'00" APPROVED COLOR) INSTALLED IN THE TRENCH FOR LOCATING PIPE IN 1(3�+O ... ILK (I YP.) . ...... FUTURE STREET PER UNIFORM PLUMBING CODE. THE FUTURE, L=18.56' I........... ........... .... ..... . CONNECTION .......... .. ........... 2. ALL TRENCH BACKFILL WITHIN PAVED AREAS AND SIDEWALKS SHALL BE ......... PT 9+13.92"-"-'-"*-*-*-*-'-'-'-'�'-'-'-'-'-'---'-'-'-- UM ........... ........... COMPACTED 3/4"-0 CRUSHED ROCK, COMPACTED TO 91% OF MAXIM ............. -------- . ................. ....... .............................. .... ...................... .... ........... ............* DENSITY AS OBTAIN ED BY AASHTO T-180 COMPACTION TEST. !,4 w I 1 *.1.1.%*.7* ......... -718-2439 41 3. THE SHALL NOTIFY THE CITY BUILDING DEPT AT 503 IL ... .......... ........... .......... 48 HOURS PRIOR TO STARTOF CONSTRUCTION. ............ .... ........ .... ........ .. ...................... ......... . ............ 4 M MMJL 4. STOR SEWER PIPE SHALL BE OF THE SIZE NOTED ON THE PLANS. ... .. . ....... ........... -3034 AND ASTM 78 ......... ............ 0 ....... a. PVC STORM SEWER SHALL CONFORM TO ASTM D ... ... .......... PC 94 HR HR .... .... .4 .......................... WOO (T-1) WITH RUBBER GASKETS. ....................... . ....... 30 30 ................................ I�. ........... i's b. CATCH BASINS SHALL BE OF THE TYPE SHOWN ON THE PLANS. ...I....**... ......... 0 A i-------_--------_------------ ............ ............. .. .......... ................ S. V7 ll 0 le n ...................... REVISIONS: ...... ......... 'A; . ........... 5 SANITARY SEWER SHALL BE OF THE SIZE NOTED ON THE PLAN 4 a. PVC SANITARY SEWERS SHALL CONFORM TO ASTM D-3034 AND STM1 1. Added concrete drive LLJ 789 (T-1) WITH RUBBER GASKETS. ....... .... at east entrance and L__j7 b. SANITARY SEWER SHALL BE TESTED IN CONFORMANCE TO PLUMBING CODE. porte cochere. JJ 11/11 . +92.29 R=48.00' ..... .............. . ........ ......... ........ ...... ............... ........ .. 6. WATER LINE SHALL BE OF THE SIZE AND TYPE NOTED ON THE PLANS. ......... ....... ....... .. ...... ........ .... .... ....... . ....... ALL WATER PIPE SHALL HAVE A MINIMUM 36" OF COVER MEASURED 103 +00L A=66'018'35" .. .. . ... .. .... .. ................. ........ .... ....... ......... .................. ............*.,: -� -i .. .:. . . I T..-* % . ."%............ ......... .............. CA 3P.... L=55.55 .............. ......... . ......... ...... ....... ...... ................ .......... . ...... ... ....... .: 'X FROM FINISHED GRADE. ...... ........ ..... ......... R-A ................... ....... ........ ......... ......... ...... ........ .. ................................... ........ . .. ....... ....... ....... ........ . ........... ................... ....... ....... ......... ....... ................. .... . ..... D. APPROVALS .............. ............... ......................................... ................... ...... ....................................... ...............*:.,.,.,.,.,.,.,.,.".*.,.,:.,.,:.,.",.,.,.,.",".'.,."'.'.,.,.'.*."."'.*.".'I.......................................... ....................... ............................................. ........ .................. ........................................ ........: ...*,,*,*****,*, 1. SIGNIFICANT CHANGES TO THESE PLANS MUST BE APPROVED BY ........... ............. .......... ... .......... ........... .......... ...... ....... .................. ........ ....... ........... ............. ................. ..... ........... ....... j= . I I �U ................. ..................................... ...... ............................ . ....... . ........................ THE CITY OF TIGARD BUILDING DEPT. AND THE ENGINEER PRIOR TO IMPLEMENTATION........................... .......... ......... .... .......... ...... ........ ............ ....... ........... .......... ...... .............. ......... ...............................I........................ ...................... .............. ................ ..................................................... ............ ........................ ........... ...... DOA ................. ..... . ....................... .............. ............ ....... ................. 2. CONTRACTOR TO ACQUIRE ALL REQUIRED PERMITS. ............. ... .... .. . .......................... ... .................. .......... . ............................................... . .......... .......................... .. . ......... R=39.00' ............................. FOR WDS .... ........ A=91018'08" 1.1.*:.",.*.,.,.*.,.*.*.,.,..*.,.*.,.,.,.I.. .... . .......... .. S1 ........... 9 -4. .............. ............... L=62.1 - - - - - TV-TV ............... ...................... ............. ................ Pennit + ............... ...... ............... ...................... R 48.00- ........ ................. G G __G - - - - - - - - - - - ............... - - - - - I—- .......... OFFICE COPY ........... &=22*07'11" Addreso 5 _-0 ......... ........ .................. .............. 0/1 U ................ .............................................. .............................. ... ................... ........ ....... YER ......................... .. ........... 0/1 swft lyM .......................... ...... ........ .................................................... ... L=18.UL 0 Ln 0+00 0 Dam Zlz ......................................... .............. -OREET RENEWAL DATE:,6/30/15 ................. ROS'S 0/1 .......................................... W_W__ -W /7 ...................................... MT \ W_ W__W W W ......................................... ...................................... oil LOC 7 SIDEWALK PROJECTTTILE:: ......... FACE OF CURB DRAINAGE B KOUT 03�+(C .............. A WIDTH OF S7REET 3" I.D. PLASTIC PIPE A WITH COUPLING (x 4 4 4. A . . A.- 'A R 4 1" R 6" 1/2' A 4 21 R/W S' MIN. B c14 ROAD SEE NOTE 5 CN 0 CURB JOINT _2% -16. TV ROAD STOP WHEEL OF 3/4"-0" ROCK PACTED SUBGRADE z U LU SIDEWALK ADJACENT TO CURB A U R WHIM PARKING 0\ 00 5 MIN. BASE COURSE 1g39+87 61, PARKING PAINTED 0 Ul WHITE TYP. /8. 0 + + SEE NOTE 5 5 14, 2113/0 \N- e 91 w- oo TOP VIEW -14 T 2'� OF_;-/4"-O" ROCK t6 7RCOM7PA -D SUBGRADE 00 1. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3300 PSI. 2. C14 0 SIDEWALK AWAY FROM CURB EXPANSION JOINTS.24'-70 A. TO BE PROVIDED: NOTES: 1) AT EACH COLD JOINT. 2) AT EACH END OF DRIVEWAYS. Z THIS DESIGN COMPLIES WITH ORS 92.044 (7) IN 1. CONCRETE SHALL BE 3300 P.S.I.AT 28 DAYS, SLUMP RANGE OF I"TO 3". 3) AT EACH SIDE OF INLET STRUCTURES. �D 0 THAT NO UTILITY INFRASTRUCTURE IS DESIGNED TO BE 121-3.51 4) AT EACH POINT OF TANGENCY OF THE CURB.2, 16" CURB CONC. SIDEWALK E_ WITHIN ONE (1) FOOT OF A SURVEY MONUMENT 7 2. PANELS TO BE 5 FEET LONG. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING PARKING STALL WIDTH 9' j i , PER SITE PLAN (TYP.) TO 45 FEET. Z LOCATION SHOWN ON A SUBDIVISION OR PARTITION PLAT. 0 CENTERLINE ELEV. 0 5' 1 3. EXPANSION JOINTS TO PLACED AT SIDES OF DRIVEWAY APPROACHES, 2. CONSTRUCTION JOINTS. 5 1 2'�4 NO DESIGN EXCEPTIONS NOR FINAL FIELD LOCATION IS 0.3' LOWER THAN UTILITY VAULTS, SIDEWALK RAMPS AND AT SPACING NOT TO EXCEED 45 FEET. A. SPACING TO BE NOT MORE THAN 15 FEET. CHANGES SHALL BE PERMI17ED IF THAT CHANGE B.. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INSTALL WITH 12" GROUND WOULD CAUSE ANY UTILITY INFRASTRUCTURE TO 2.0% BOTTOM FACE OF CU 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME INCHES. SPIKES (AC INSTALLATION) SIDE VIEW 9 ------ CA C__ AS THE CURB. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT BE PLACED WITHIN THE PROHIBITED AREA. 1%ve!t, 3. BASE ROCK TO BE 1 1/2"-0 OR 3/4"-0 COMPACTED TO 95%OF It WITH A MIN. 1/4" RADIUS. AASHTO T-99 AND SHALL BE FULL DEPTH TO SUBGRADE. n Ov / 6. CONCRETE W/ 6"X6" 10ga MESH S. DRAINAGE BLOCKOUT 0 ov 0 6# 5. SIDEWALK SHALL HAVE A MIN. THICKNESS OF 6 INCHES IF IT IS INTENDED AS A. 3�' I.D. PLASTIC PIPE wrrHL COUPLING. 0 0 PORTION OF A DRIVEWAY. OTHERWISE, SIDEWALK SHALL HAVE A MIN.THICK- 6" OF 3/4!'-0 CRUSHED ROCK B. DRAINAGE ACCESS THRU EXISTING L CURB SHALL BE CORE TYPICAL PARKING. STALL & PRECAST WHEEL STOP NESS OF 4 INCHES. - DRILLED OR CURB SAW CUT VERTICALLY 18" EACH SIDE ATTENVON. Oregon low requires you to follow rules adopted by CONCRETE SHALL BE 3300 P.S.I. AT 28 DAYS, SLUMP RANGE OF 1"TO 3'. OF DRAINED AND REPOURED TO FULL DE P OF CURB. Cq 0 6. FINISH WITH BROOM AND EDGE ALL JOINTS. NTS SHEET TITLE: > the Oregon Utility Notification Center. Those rules are set forth FINISH WITH BROOM AND EDGE ALL-JOINTS. 0, in OAR 952-001-0010 through OAR 952-001-0090 You may 3 A.CL PVMT. CL 'C' - TWO LIFTS SITE CONCRETE PAVEMENT DETAIL z COMPACTED SUBGRADE z obtain copies of the rules by callln97 the center. 211 OF 3/4 -0 LEVELING COURSE PLAN (Note: the telephone number for the Oregon UtflityL Notification 8" OF. 1 1/2"-0 CRUSHED ROCK BASE SIDEWALK DETAIL NTS Center is (503) 232-1987). NTS 16-INCH CURB DETAIL DRAAN BY. INTERIOR LOOP ROAD SHEET: JDJ NTS NTS > PROJECrk� C I 67 DATE: 10.22.14 00 cn 00 0 --,W) V., 0 W) cI NI 0 1--,kn 13 W) w- 7-v MY-, Lu 64 2 16. 4 4 64 0 Qj 4 (D 03,�H L G G- LU LU "MATTHEW PARK" "LA MANCHA ESTATES" uj 5 12 10 9 '5 , —6 uj u U 1.'4 A� o? ..... .............. ........ ..... ............................................................. ...... ....... ................. ............ ............................... .......... ...................... ...... ........................ ............. ...... ................ .................. ......*..........*.....**"*'**.......... ..................................................................................................................................................................................................................... ........................................................... ........................... ....... ................................................... .. ..................................................... ..... ...... . ......... ....... .............. ........................ ........ ..... . ..... 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SET ER1 ............ ............... ........................... ........... ......................... ........... AND DETAILS. .............. ................................................lo .......... ..................... ....................... ....................... ............. .. .......................... ....... REVISIONS: d ........ .......... ....................... .................... .......... ............. -----::::::::*.. ........... 7 Vi .................................. ...... ................... 14 V 371+0( ..... ...... ..... ........................... ...... ........ u . ...... ... . . ... ........ ............................ . . ..... . ................ ........................... ......... ...................... ...... ..................... ........... ..... 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YEIR Z .... ....................... .............. 1--:��.... .:..: ... ........... ........ r RENEWAL DATE: 6/30/15 ............... ............................... ........ ......................... ............. ............. ......................................... ...................... ................... ....................... --;;.......... .... �0( ........ .. ............................................. 103 .......... .. .................... ....... ........ .................... ql ....... ....... .. .............................. ........ ........... ......... -)........*.......... ....... ............... ............. .......... PROJECT TITLE: ....................................................................................................................... . ........ ...... ........ :4 .......................... .............................. ........................................... ... ....... .............................. .............. ........................... ........................................... .......... ........................................ ............................... ..... .. ............ .................:. .,:::, ....... ...... .. . ...................................... ....... ........... .......................... . ..... ...... ............. .......... ........................................................ ... ....................... .... ..... ......... ... .......... ...................... .................I......... :.. .., ................ ..... ........ ................ ...................... ......... ....... . ........ ............... ... ................ ............. .................... ................. ......... ....... ...... .......... ............. ........ ....... ....... .............. . ..... . .... ... ..-.. .. . ....:.................................................. ..... ..... ... ..................................................... ............................................................... ..:: .. ........ ........... ................ ...................................... ......... 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W ............. w— w w .................. ROSS E IEET . 0 1 (D \ _ -- w 0 00 w— w— w— ............................... ............................ N .......... .......... 034 c ............. + 4 00 41 00 ry pl uj Z. pq t TV 0 0 Ja39+87 n n Cq N —4 4 W W cq N L q4 SHEET TITLE: U) io 15 6 30 0 0 GRADING PLAN eq N DRAWN BY: SHEET: JDJ PROJECT#* 1403 /1;W\N C2 4- 11 V) DATE: 10.22.14 I � I . I . . r- en 1 __4 kn -4 . en -4 Irn I w -- r- kn I Cn r -.I., C? . � C) . 7. . lz� 110 00 .... - I - 4.63 1-i I / TC 204.24 1 1 3: . 04 en 00 ..... ri TC4 20 G 0 ,-,tri t`---j 3: / -L .L - - - - 5 i 4'......... . I I BC/EXTG 203.90 1 TC 204. . (D W in ,-, I 4...... I BC/EXTGI 203.76 0 2 <= cn I -.,.,.*.,. TC 203 82N � . I I BC/EXTG 203. FS 202.28N t- E 0 C) W) <D . ....I I 0 1-_�tn � . .......... S201 _� . I . ( PQ � .. ,-., ..... - - - - . - I ., I �� .\\\ - I 01 C if .31 BC 201.82 1 _X .....I i _ ---------------%_ - .1 - - _ v r.-.,- " =1 .%_ .. .. _10""i"""""""""'iiW" - -- .-_rl-----------e - --------------%_ � - - - - - ------- � f ...... I WNW w - - - - - 0 94 19 a @ _Q___i T kn ..... I I . . ........I......... ................ . ---I - .. - .. - . . . , . . . . . .- . .-�. . - . _`-A . . . . . . . . ... 41 `4 � : ..............................,..- ................................, � N 75 1 1 �� . . * ' - _* A '.d - , . .. .. I 1. & A .. . - . - 4 . .. 1. .. . 11 1 -4 . 4 - .: 14. , .: ,... 7 : . - . . . . . . J_.__. - . . . . 4 A ,r. - . 4 4 -. - , * ... . .1.- � -,r r= . . . . . . *. A . .. . 4 ' .. . . . . . . . . . .-W . . . . . " : -0 .. .. . . * 4 -- . . .. ..... ... . - .4 .0 .. .. .- - - - -' . . : . ' . .. . * . . . . . . . . .. ,A . '�' . . .. . . . . , 7 I 4 A . .., . . . - : A . � I � ....1 . , .. . . " ' - ' - ��. .4. . . - . . _ _ .. . 4. . , I . . ...... 'A . . .. . "A . . 4 - - . .. . 4' . . .;I-- . 4 . .. . . . .. I. . . . . '4�- . . ......'.'.*.*.*.*.'.*.,.:It-'s�):.*-,.*.*-*.*-,.,-*.,.'.'.'.*- . . ... ]:. - .. en rA 0-4 K%%* j:::::::::::� " . . . A . . .4. . : . - . * . -0 4a I . . . 4 .. .* * " ..........I.......I. . . 4 . . ...... . . 4 * 4 .. - - - : i. , ... ,: : ;, 4 . . . .... ..... I . - 4 . ;r - I A - ' . .. - ' . A- -4 ,- . . . . - . ...... .....1'. _.. . , . . *.,.,.., . - ;. -- .". ., * A I . . . . I . __ . . . V, . . . ` . .. I - .*.,.,. . . q A 4. A*-_ A . . A .. .. .0 .. . . ..r - . -- 4 A ...............I.................... . .... . .. . . . . . 4. . : -T -1 ,; . .; .,. ... .4.................... 4. , , - .. . I...... . -W 1. . ., * .. . .................!, . . .... . �I- - . . . 4 * . , I ., . -1 . ' * . . . . .. . A W. : A.. '- .4 -4** . . . .46: ,*4 1. , ............... ................... 4 4 . . :::::::::: :::::::::�1v::::::,. , . 4 . . . . .. . z, A : . . .. .. 4 . . . .. - . . - , ." . : **........ ,! A-. 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'..'.'.'.'.'.�."'.*".'."'.'.'.'.'.'.'.'."'.*."'..'.'.'.'.*.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'-'.*."'.'..'.*.'..'.'.'.'.'.'.'.'.'.'.'.*.'.'.'.'.'.'.'.'. ..... ................ ...................... -4 - � I .............. I .......... , ,, .i7 :,-w-,:,.\-,:.::�::,:"-"'."""', - *-*-'-'-'-'-"""' ....... ...... ..... ..I I . .... . . .....�...................................................................I................................. .. ... �...... .............. ....... _...........� ...................I...... . . . .......I.....................................I.............................�...... . TC-204.'43.'.'.'.'.'.'.'.'.'.'.'.','.-..........-.....................-........�...............................- . . .T ..-: ... .*.'.*.'.*.'.*.- ---- --- � .1.... TC 203.5 ........!��,�*f,yf�................... .................. ..... ....�.........�................................. ................. ... .................C ...* FS 202.6 ."'.'."�'.'.'.'.*.'.'.*.*.*.'.*.*.*.'., ___ * 3: 1 ''* ....*...*..... ...**'*''*.......... ............*........ ............. ...*.... ......... .............................. . : ..,.,.,.. . .................*. ........ ......... ....................I........�........................... ..........................................�......I.........I...................................................�......................�........I....... Im . ..................... .......,..............:. . ........ ...... .... ...... ..................... * . .. ........*... *, ,****........... . ............ ......................... - -9 *.11 I . . ..... ... .......... . .......................... ....... ...............................q.....�...................................................I.......................... .............BC-203'.-4n--'-'--.'.'-'-- ........ ........ .........BC.203-94-'-'-'.T-C. 3. ..... � , ..t................. ... ....... ... .............. ..... . ..... ' BC 203'.12'.,.:.,,,.,.,.,.''.,.,.,.,,- .,.,.,.*.,.,.,.,.,.*.,.*.*.*.,.",., .................................................... ................ ......... . I 1. ....... . 4.'A BC 202.0 ..........................................................I............... ...........*........ .. '' "' '*****.......*......*..... ............. - . ................��........ ..... .. ...%...... --�64-.'4 . ...............1 ............... . .. ... ........................ ........ ....... I.. ..... .;..... .......................I........I......... . ........................ ........b -, .......rkr�............................. ......I.........�.............. . . ..........".........................................,.................'.'.O.l.'.,.'.,.,.,.*.'.'.'.'.'.*.'.*'"*.....................*........*...........*... '*...,'''''',,,,'."'.'.'.*.'.'.'.'.'."'.'.'.'.'.'O.'.'.'.'.*.'.'.'.'..'.'."'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'..........................��........ ... .._�..........:-`m-:--.,..,..,.,.,.,.,.,-,�-.O........................-.-.-.-..-.-.-.---.-.-.-.-.-.-.-.-.-.-.-.-.-----'-----%--vBC--2Q3.4 ........ ........ . . . ......I.........I.............................. I.......................................I.......................... ...... ........ .. .............. . .... . ................... .. __:_- -_ - ��:.. ..........�... ...... I* ........ . ......... . - "" . S201.38. ........I.,.......�......... .- -1 .. ....:---------'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-*-'-'-'-'-'-'-'-'-'-'�'�'�"�*�'�'�"��'�'�'�'j*.....*.. .. ....*-'-'.'-'-'-%*.'-'.'-'----- - '.�-''':.:�40.�A��������-:-,'' .................. �..F.I.... .... . .............-,- .......... ......... ..... . . ....... ............... ............I..............................................................'.......... -4 1 � ..................... , . ...;._.�.:_. - .11''* .%�:, ._. - ,--''- ____7_ , _-, - ' '63.' . *.,.,.*.*..............I.........................................I..........�................ ..........................,.............. ..1.1.*:.,.1.*.'.'.'.'.'.%'.'*******" .................. .. I ss- I. .... I � , - . .......... ....* .. . 1 . .:.�.git:.:�_§ ... ::::::�4�gq.:.:.:.:.,.,.,.,.,.*.,.*..'.'..*.'..-v------- ... .. ..... ..4.., I .�� -:- .......���i�.'... -V1 - -.-.-.-.%-.-.-.-.-.%-.-.-. ..........................-.,.............. " . . .. .... .........._...... .... ... .... .. , ................................ .. ....................................... ....................... . . .......... ................... ......-.-.-.-.-.-.-.-.--......................s:.......*.%*.*.%'.*. " 1� I �, 1. -:-:-:-:- .....I . .....M.,.,.*.,.",.,.,.,.*.,.,.,.,.,.,.,.,.,.,.,.,�.,.*.",.,.,.,.,.,.,.,.*.*.,.,.*.*.,.,.,.,.,.,.*.,.,.,.,.,.*. *.*.,.,.,.,.,.,.,.*1'.%*..*.........�........... :_,-,-,.,-%,-._,.,., .....1T.*.*.1.*.1:.1.1.1.1.1:...................1.1:.*.1.1.1.1.%,.,.,........................................................ ..'.'.'M.*.""*.'..'."."*.'.'.'.'."'."'.'.*.'.'.'.'.'.'.'.'.'.*.'.'.'.'.'.'.*.'.'.'.'.'.'.'.'.'., .. - , .......................... . .................A..................................... .................................... .1 .:..:.:.:.:.:.".'��.. _ ...I'. .*.':777777:7:�=.'.7'.*.= .77.........�.... ..... ':................. ....................... .. . . . .. ....... ...... !�. I _............ . .. ................�................... ..:.:..-*-, ...... .. - .... 4LL'. . . I ,�.......�.........;� . . - I.,..... :�................... .........I........�...................�................................... ............. ...................I...............A................. *t< .%,.,..,.%. ................... .�.... ....... --------------..-....-.......................-.........,................------------------------------- .......... . .-- -')�-.�-.-.'.'. ... ..,.*.,.,.,.*.*................... ....''..........I.... ... .... .......... ....... ........ .......... .... ........................................I.................... ........ --'-0.14 -`�--%`%`-'-'--'-' .......................... ................ ' .. ..... .......... ..�F. ... ......... ..................';&M, - _L - - - - I I . . I . ............ .....�................. ....... ..... . .........................�.....:.''. 8C.2 _V�' ....................... . � I-:-:-:-:- I I ....................................... ..................*.*.,.'- ..........�...... ................ ..............I... . . .1 . " . -"..,,iii,ii,,iiiiiiii,i.I..,..,..,.". ... . . ....... ,;��%,-*-1-1.1.1-1-%-1-1-1-":.1--_.1.1-1-1-1.1.1 I I I I I I*I I*I",**I I I I I I .....%V.,.'........ ......:-Tq-:W4;-!8-_'�:...............1.I.T.C.. .. . .._.......,......................I................I.............. .....�.:.....��...... ..... ................ 1w. ...................................................*, .......................... ..."iw�...1"... -I ** b .,................................................................................................................................. . ..... ............... *"* '"..,-,A1kU-*-W1k1k1w .1 .11011% 00 .... . ,.*.,.,.. .4 ._1................�......�..................I....... ..... ................... ................ ......I...... ..... -4 ''TC-2-04'43 .............................................. . 04 .................... ................... ...........I.........�..... . .. .......... ..............................1W.'. .......................... ....I I 1A.... ..................... r... .........I........ ........�......................... .............. . ............... * , * - , ** �: = ... ........ -p ..... ....%,.,.,.,.,.-.-.-.-.-.-.:..................................... .. , �.. .... .. .� .... f................. ............... .......................*.,.*.......... ................ 11 11111. .. .... ",. - .:.:-:- 3 .4 .., . 11....... .... . ............................,.......................�.................................................................................. , �........................I............. .........,..... .:.15 -203 - .: '97... ........ ...... ................�. ... . , .. .. - .:�:-,�]D-, ,.,..*.. % : .......TC 203 67 - - . -.-104'..15'-'-'-'-'*-'-'-''-*-'-'----'.-'-"-"'-'-'-'-"-%'-*-'-." ., - '-'-'-'-'-'-'-'-......... . IL *1 ..............�, ,�., ...I...........I..........�............................ Tc.'.2 ...... ..* . ... ...: . , , *...... * 203 ... .. .,204�0S.'.,.,.,.,.,.".,..,.,,,.,.,.,. . .....� .. . - ........... --SC-20.3.55..................... .....,............................................................. �' ..................,..,............... -.-.-B( ........ -, '..........*...**....*.......... . .......I.............. , ':':':-:T G 20 ; *6 I qq,-�P.,'PV'\- : .. . ... .W -1: �:��:��i��:��:���--1 ..::2-1D.*a1'6$-: .'--*-'-'-*-'*.'.'-'.*-..,.,...,.,.,-,.,.,.'-'.'.'.'.''.'.'...'.........Z..BC-2403'93.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'-'.'-'.'-'-'-.'.'.'.*-''-,''.-'.'.'_'-".'.'.*.*-'-'_'1'-'-.'.'. j4:�-'�: -'!; -- . .. ... .. . . . . . ..:. 111:1 0 . / ................... .............................�.. ...... IC � � 'i '/ ,*.. ........ - ............... "' . . ....'............ ...... ... .... .V-jp: I �`:�P147::\:-::�:***..................**'' . � . . .............. .... .... . ......... - ::: ..... .. ...... - : - ... ::: . . .... ..............................�.............................................................. ................... ....... ....... ... .��O�'-�.?:.\:�:::�:.Tq.:.;�Q.�j . ....*... ........*....*.....*.....................*....*........*.......*...*..........*....*... . . ............ ...... ............ ...... ............... . .... . . . . . .. . v .............................. . .. ... .......... ............... I ,.,.,.,.,.,.,.,.".,.,.,.,., .,.,..,.,.*.,.,.*.,.,.*., . . - -A . ................ . ................ ... .. 3 I ............................... .............�............�................................................�.............. . � . . .- . I a . . ��, 203-48 - -01'.'.'.-.-.'.'.''.'.'.'.'.'.'.'.'..-............'.. I . . ... ... .. I I .. ��. . 4 . . . ' - . . _ " 4 .- . . - . BC .'.---Jt6464� v 11.W. . ., . ..E W.W., ....a......... % i . rm rm 'i * . . . .. .. . . . . 4 4., 'A 4. . . ,.,.,.,.,.7.,.,.,.,.,.,.,.",.,.,.,., .............................*.*.,.,.",.*.,.,.".,.,.,.,.,... . . .. ...... ............................................................,.-;�:.................-.........-................-.-.......................-..- . ;3 - 4 . . fp'204. . . '203,51'.':...................I.......... .. ...............I.............. ....... . ... ...................... ............. .. .. .......I....... ........ ...........................�............................................... ...........�...... A : .....��-.....-...-.......-...-..............-........---........-.,...-.-.-....--.-.-- .I::%,.,. ,.. ,.,.,. ...........%...........,.,...I.....................*...... .............................:....................:...................... . : ................ , w , . . � . - - .. ' - :_:-:-*-%,-,-.-.. .. � [I...`%, - 1. . ............ ..../.......�................... ........................... .. ... ..............._�............................Tc-:.z zl-�.�..- ._. I � . 4 4. * . ,. . . . . . . 4 . . ' ' - . . . 4� . 16 .....I. ..........:-�Bq .. .... . ............................................................................... ............................-................................-..�............,.........�.....................�..................�...................�...... .. . . . .. . .. :'I . 4 .. . . * .a F .4 . A '� .. .. . . "A - ' . . . . . . . , 4 .. * .. 4 . ........ . .................*.................... ............. . ............. -- � 4 - . A . . ............... .........I........... �...................-;��----------,--------_-_-_---_-----------_....-.....--.... ...........�............................. '71 . . . .. .. .... ............. ... .. .. ... ... . . . .'A ....... ...................................................... ......... . .K.-203. ..-'.*.'.' . , : ..............� ............................. ...............I........... ...I....I.....................I.......... .... . . [I-*-"-`.. ' "./...... .... TC 203.6 ..................................................................:.�............... �............. . 4 ..............................I I.......................... - �_ ..... --a -.- - .. :e ; .. .203.4 ,�.....,.,.,.,.,.,..,.,.,.,.,.,. ......................................�.....�.................................................. . �_ . , Z....... . _< - . ....� . ............................. . ...................... . .. .. .... . . . ........ ................ . ........... ..........................................................I......... ..-, . * . . I . . .... . - 202� . .. ..... ................ ................................. ..�............. . ................... . S204.25 S 204.53 .... . I - ........................ . . ....:-:-:.:�:.��.:.:'*V:.,-.:-.---.I 4 4 . . '. ..:.1.1...*..._......,..........._. ............ . . , ..... ... ... . . . . . . . .. ' . . ............ ............... .....................................................................�. ....................... '' - **** , .. *.........�.....� BC 203.19 ....................�...................................�........ -i- FS 204- I . _ . .�: '...... .........:.. ...204,16. . -.-.-.---------.-.-.-.-----.----------------.--------------------------- . ...BC. ... ........................................................ ..........................�......... I I . L � 'i ... . :"1�� TIC .....:..... .� .................. .. . .. : . . ...........�...... ---- -C.204.51- :: !I , � � *................. - . .. ,* . . - . .... 4 '.4 4 . . . . . - . .... ..I *:?94 .�................................................... ....T. ''*...........**...... - . . . / ....� . . ..... - - ,/T!: ..,._q�:.....................................I.................... .. . ----- 1, 4' I -1 .....................-.-.\.-.-.,.-.-.-.-.-..-.-.-.�.-.,.-.-.-.-.-,-.-.-:-:-:$C-'204'1:i'. ...................V...............................................---- ... . .... ..:r:.:.,.:.:.,.:.:./..: -_ .- .. . ..... 1! � :::::.::: -,\."-'.'-*.'-'.'-*-"-'-'.'-'-*- ............ ........ ____� 1 4' 1 - '' . I PA: ..A . I.. : , I 1 3: a .. ............ .......................:... ill I I 0. . . .. ...:. .. . ....... ......... -.0 . ....� TC 203.7 . i i��� I i . .. . . - v .. . ................... .......................... /:.B.C.-M-3 -96.-,.-.-.-.---.-.-.-.-.-...-......-.-........�.�......................................................�.... .. I I I! it I Ill I .. 1i I! 0 - ....!.-.......-.-.-.......-.....-.-.-.....-.....-...-.,.....-.----- , - - �,v ... . I'll, ..1... _-_�; ;. il TC 204.0&-�, ........._...........' . .*.,.*.*.,.,................................................................. . .W. .. -.. (D I I IT....... �...............I....� ..............1.�............................. ..... .. !I ; _.�.......................I.....M-......... %*.,.%,................. .�f . . �E-� � ............... .............. . .. ...�... I t t . ,I I .......�. . ........ ........ . .. [** .......�...SC:204 01� - - I.... .......... . .. BC 203.22 \ .- � I * I C=� � I : �Ak . I f . . . . .........I TC 203.58 - 11 I �,, .! ...*.... ... .. ;:.*.*.*.'.'.'.'.'.'.*.*.*.'.'.'.'.'.'.'.*.*.'.*.*.'.'.*.*, . .. E \ I . - � . .... ...f .............. . - . , .. . . . . . . __ . . 4� . � I : i .. v 1�1 BC 203.56-tj .. I . � ..4 . 4 _th�- I! 1 .4 ..................". ........................... .......... . .......I......... . . . ........�.... . lk 4 'A . . , . . . . . . . . . . - i �_ j ......'...'.... ............................... . . .......\.......................... . A .� ......�... . .......... -: ., i � ... ...*,:,*"**" %"""**%`%"*`%%'""""", 0 ` . . .4 . . 4 . .. ....\........................ I �. . .... /fs I - .. � .. . . .. 4 - - . . I . .. . . . ��, :1 I I !1 \J>;5 !; I ............. : .-�..............,....�_..... .-__ __ .........I..............I....... I . � I ...... . ...... . A . . . .. .71 . , .............. .. .. ... . ... ................, ..... !*I** . . m; ; 0 1 . I ..... ..._......... .. BC 203.08 iv , .. .. .-.4 1 . , ; \ �ii llv/s 1- F `� M.\. ................. . .x......V................ 5 0 ,I:.,.,.,. .. . . _... ........�. ::,: . . ........ - 1! It i! . !; I - . , . _�� ..................... ...................... ........'..T .. 4�::::�:::..:: TC 203.48 ' ' I 'k� .. -- 0 !! ':FS 20 1 s 204.1&4 "a''---.'.'.'.-.'.'.'. I I . .........C S203.95 S204.2 - ' I � ,/ \ :i / , . , - - -- .......�................ , 202.98 t� ! . .-, � !i .....'_..2.4.1 :................. ......................................... . . .. . . ..... ' - -9 . -4 �, _______jL2_=_______41' _ j __ __ . . __ !I .. 204.28 .......�................... I - � .\.............. .... ... .... . :i _. � ______1 0..... 11----............................ 3; 1 - -,---�-BC.2bZ a .t3c,2 3.63- ............... ............... , ... . ,a ......._................... . ... . . . ) I � 11 FS 204.2 . ..x................... I i*f-*.*.*. .......*""'i.:......-, - .'.'' - -- -- .. ... .. s 204.60 i' .1 _�' . .. . ............. .............. BC 203.78 .....:-,.,-V.:`-, . I ;r- - I FS 204.44\ LP 204.2 I!! . .� .....................--, . ... . �..�- __..-.' FS /__ . . ........�Z...._............. , .�................. ,��=_. �� . . TC 204.25 1 1 1 , ` - ....... ............ ................ . ... 4 . ,� : - * ' . . *.'.'.'.'5*.*.*.'.'.'.*.'.'.*.'.*.'.'.'.'., I rolpi . ........... �_j 4 . 11,,* I :TC-203,44........:.:-" `-'.'-'_'.*-'_'-*_.'.*-'-'-- ., �,'. i �� il \ ; . .................., ... I. I . ............... 1! . . - \FS 204.7 _ - .. . - ... TC294' :�::_:-:__�_.�-*. .......... .................. . -'BQ'202'-97*-'--'-'-'-'-' ................. � 11 I .1", ,. � ____ . .14 .. ... , , BC 203.75 ......... . . . ._ q .... ...... 4. . I I -, . � 11 I \� _� , 1-11 A - d " . ......... .:.:.:............ . . I ! x . .I. , . i 11 � . . %*' 4 .....�� .... . ..... * " , ..I .j . '5V . " " _1/ / ".. I . ...... .. ......... , .. TC.203; .':�:::.,....,.-'-'-'-'-'-'-'-'-'-'-'-'-'-, .. UL . * .......�:�.... ........................... .......... !,r. !; - 4 (E� .... .�......... . ........ " I'll .i --- �. I � . ��-�:� -,.:0--,--:, . ....... . 1. ..., . .,.%,.,.:.M.�.�....I......... S204.3 �- --- 1 5.2=1 .,\���''*.... � I I I , ,, ...... j . 4 .'.'.'.'.'.''.BCzU3,U - . - .... . : _____ I --_i I . ____ .i I fI____,;_=_ . . . .4 4 , ..... ..�............. ..................." . I ... . . ., U .,L�s ... . - , - ,: - 204.621 "I '. . ...........I............. .. ............... ....:.`,:-.-`. . -..:z-Q1...._'-T-C.2,U_ . I I 1� 1� - 1, I ,-- : $ 205. " 'A . 4 .........._. -32,-..... ........................��............... . :� . 0 �: : Tc .....: %%%, ,-, .. : . 1�11 I ii - . /, i; 0 4 S.�04;66- **"' TC,204 .............. ..*.*.'.'.*.��� \----. -, .:��2.,.`.::::::,.� . , . I I . " , :j - . ............. . 4 � , . i _". I :ill I _.. I . .. 1. . . .i i i .: � i I / \ _j FS bjj�q . . 4 ...... '' ' ".,.,.,.,.. ................. .%............ . - - � - .... .:::::: I ................_.."BC-20102'.'.-Bt-::��'��':'---'- . s i 1! U 1� , . I - I - . . . . .................... .. .. ......... I 4 ' .. . . . .. . . � ................. 4 . . ............I....................I........... .. . i, __� 'i F : 1, - !; , f i __'�� 204' . I . 4 , ... .........I.............. .....................�.....,.......................... I I -- -- .... ......................;........ 204.1 �: - . _ , IF .. . -: - -'-' bt!-'-"-'-'-'-'- ..... z . � I : ..6t.2 . ....... . ...i...................... .......... A . 1; 1 , I � .. . 0 I r ! I i =L-, i i,---i 1 - 7 1 , .. .... .......................... ............I................................. . I .i . ,_1 S 204._$FY1. . ....... '...... . . .... ............ _� __1111 i - I� it "/ i�� � .'.*.'. . 1: ___ . ;i 11 ; � 4 �......,.......................... ............ . . . I , FS 205.'O .. I ......... ..I................................ I i 1i . . .� ___ I , . -- . I I..............�.......... ! ; ! i , 11 !i.,-\ ___ ................................ . . ...i2 D . ............ .............. I ; I I I ; . .. . - ...... 4 1 . .. " ' _..........l.........................,...........-..�....,. � - . 'r, H i 1i ! -71, 11- -- H I�. i ! .--JL- �_ Iii-Ffms�� . . ....*C*.204.4j0r-,-,---... .. . ......... .%%%*.,.%*....:.:.:.:.: . 11 I' I I ;! t , - ; 4 ...... I.............11............� ..*.,.,. . . ....................................... ---::� I .1 ; * �........... 4 ::. . ... . . - ........ ... . L'_ . 4.. . *4 - .41 ...... :........;l . ...., : . I ............Ai.... ...............I............ .. il > i i� ii . ff/r - . .. : .r . . . ... 0 �....... ......... ;1 � If 71 . I � 5 I__� I/-.--� Li 1 - !� _�_l rr�l . . I- .1 i . . . ., ... . . ........... ........ . . _.. ... .: .....................................I .. ;i __ . i ,r 204.4 t / / .4 . ---" I . : : il I - - . . . ....... .........................*..,.,.,,�....... I.......,. - .. . 1. .... tp ......................-...............- � 11 . 1, � 11 i. ............ ..v.......1..%*.%%%.... . : I I P A 0. ........ ii � I 1i �i 1, .1 _� ..--------,* U : i 11 ;; . i t� . .BIC 0 .... . . \ ....��....:2 .. ............... \-121 1 H I FL_ - 1 5204.62 '. ! 1.4 . ........ . ....... z , . .i . ! i . . . ............. ...........I............. .. .............. ... - - ...*................. .............;.... ..... 11 I -_ -11 i ................::---A-'- I I .. I . __I�i !i '�, I .... :1 igo ......I I :� .........................�.......,.%%,.,.,..... . .. 1, !i S204.0 T1 �i LLI !I _� ,_______'/ /I q I , :1 FS 204.9 ' . ... . . ..,.............. . v i . ... ........I... ............. `v*-*--- * ......%-.....................,..�......,%.........;....................... . ;1 . I � ;: I . BC 204.00 .............�............. . .. ........ - .................. , H 1i � , 1i :1 ,j ! . '.'.'..-- .204.79.% -.-................"..........,...,......... - .....�. A �71 411� , TC 204 50 I .....t�.. ...... .......... S204.13 !! 11 z I/ I ! 1�i , , ... . ............�..................."............�....... . . . e i �: \ ., 0 ! . . . ............... .. '49 '.---'-'.'-----'.---.'-' .. .......................... .. I � . . 11 �. .... ..... ... - , ! " I ......C-204. -'-%'.1 . ........I.......�... . . ... . ........I....!...... .I. ........ .... � 11 "'- ! - I I - _1; -.----,- ; .1 A ' -.-.:BC-204-.15.......�.......................... . .............k.............'...... . . I. -1 . ......,.",.,.",.,.F.,.,.'.'.'.'.'.*".*.............. ; T-ir: 1. il .� if .N H lo I . ' ... ....................I.. I I: . I I .....................BC ..... .............. .4 , . .. . ..1. .: i .. I !I 20.4.51 - "''*. ...... .... .203.,g.gr.''.,.*,.,.,.*.,.,.*.,..*.,.,.*. 04.53 . .............. ............ ... �.......... . I! , / ; I - r--, . . -- .......�t:�64..............4.......... . 13C 2 .............,"....................... . . .... . ............ ................................ 'i ' _ _ ....... I , . ..... 1 � .- _::::_:1F____7, .; �, E�____ / _\ ...... . ...................... i� ... !1 �*- 1�1 - - --,-. I i �� �1 .. .. / TC 2 ........-.1... ................................ r" , I , :�.. I ....... i " i! � , il - - / /"11,�__\_ I I ..--.--. -- - - . ... .. LOT 2 . ...................................... I - I ii ii I I .. I.I......; : I . I I I -_ . ........... 37..-.:_-�.-..-.-.'.-.-.:.%...-...-. 04.03 .. . ....... I................................ . 0 -\-;--7!r--- !i .........I...................... .......... , ..... .................. .... .. ! I I .�, �=!-L=�I k, I - it . ............�-:- ...........�f...........................*.........: v, �� ;�� - .i ;* .. .....I...................... I 0 .. 4 . I / .1 .i -- ... . . . .. -i "_ . 1 2 2041 -I! ri I q . ........!�.....-I............................ 11 - 1. ! ! T�_ I � i. I ;: . .."I!,:-, -_% ..*.'_.'..,..,..1'..�j3 �.y.'.......�................ ..................�11*I I I I I I I I I I.1 � , - 1� : 1! � FS . .., ... .... _ . . ., ......I........... I .......I....�..... - ii - I I 1; I! 04-39 '.-.-....'.....'...'.... .............I..... . ....... ............I............... ............. . �! "� I,., 11 ! s �,.0)4.610 �. 47 ....... .. ��.*��4 V I .... :: r ::N " s 3. : . .'.'.'! . . ....... _jl , . . �1 . ii I I . 4 I-'%%* . .................... i ! 04 87J/'+�_'-�, I I ;� -.,. . .�� . t,.,.,.. , ............;..�............................. . 11 � I I 1. N i it � iLl_ .- : ,; S2 4.44 . I I .................................. . . .................................. ......................-.......................�.... . 1! -1 f! .�_ :t ! . I I.:: ........ ............:..�..... ........ .i 1i 4 -____ I . 4 C7�11 r-j 1, : I _q ._.._..�....._........... .. .....I............. .... ....................... . �,__ __ ,v--.i I -_ ;� . i .. , `--,*� -.38-,-.-' -.-. ,j-:w-:��_::r:_:-.. %�e_� *-'.'-*-'.'-%*-'-'.'-' k I qw . :: , 'I r--T- I I i I . i i I Z - .-.,., --,_,-,-,-:.:-:.:-:_:-�_Bq*204 -.--.-.-.-.-.-.----.- ... 4 . . � ........'...........I......... , , .. i�,l - q . . : , ... ..... ......... . . I I __ I . . - N ;: 11. ;1 . _ � �...........*r - ' ''I'll . . . . ,w 11 ..................:.......... .: I ! . .! � I. .....I...... ... I.t........ .................................................... .. , I_ :: ` � � ,11 I --I' FS 204. . ........... - ' �:�:�:�:�:�:�::::: , I :.,..' . 'A .................. .. 1, ;I .,� ; ;/, �_ ,11 -'FS �sioo i - _J; ' 4;P':*:':-:-:-:t&i64'' -�Tr .q4*- .. 0 1.1... I " �. \� a �i ���:M � --:-2 �........ � � .... ............!I I I I I I I I I......1.1.1.1.1................ -I � , - 1i I I . ..� ..................... ,-��.-.-%,-*1-,.-v-v-,.- . ... . FS 205. 1! / ji I r � - 1-1 FS fl . F� I � I I �, . .5 4 k � � . I . .. . ............ ......................... .. I . ... . � .... ............I...........?�-.* '.'.'.BC'2'04.06-- . . ..�..... I ...... . ....................... I ! a I I i ;! - F5 204 9 " . -.7..........................BC-20437-%'-'-'� .....�........ � . . ............................................. �i I-1 -'.I il \, ___ I ��. .1 ! : i � . ...................................... . ... � .... . .............i.....�................ .. ...... � - ill - - t " i h :; I.- , !�' ,'' *- .... ' ... .....�............. I C:) (I E * ... Xm .................I.-2......7........ _L=i � , .. .....�.. . . � ........... ! N ; - :� �, .��..%'.*...................................................... ............... -' ...........I..�.................... ......... .. LJ 1 . I �`i , , � =!�, ""i i I ; . I ...... . '.'.'' .....BC -6 ...I........1. . ' �g 204.27 :� i_ , f4.,, 7/ ! 41 i -1 "; r 11 ......... -20 3 . . 11 ... 4 ............!..... FS 204 T, 1 -4 1 t.1 \ -- - ==�,1 ,-1 4 - :-. .. I �I A" �L ij !I 9 � :i � . . ml 4 ......... . ... - - - I ': ! �!,,-I -, I" i 1 i�_==i 1 H . ............. ,-20iC34.'-'-'-'-','-'''*''......*...................*''' . . . I ; .. . , ,, - t. .............1.......�..........TC. D4;11. \_ j) I i ,.,, 'i'l /�' �1\ !! i I I ! , __ I .....................I.................�l*.,.,.*.,.,.,.,.,.,.*.*.*.,.,.*.,.,.-.,.".,.,..,.,.,.,.,.,.,.,.".*.,.,. a ......... ......I.........A . Lr) . ...... ... ... . . \ , : I I . q . . 14 - - - :� . . - n I 1--,i A, 4, , /. I/ . N ,,�,, , F ..;;, il ' ____ -i .. ........................................ . ..... . I � ; \ , r Z11 � �, m - __ .. ... --- ........ ........:............................ . .. 1. i , . --'---'---------'.%-'.BC'204',34----- . .. ................. -......K.-203--67 '. , I I'll, �, I.1" ... . 1. 1. � �� . I I � I .%,.., -'-'�'-'.'-'_'_'.'--'. _L� j i � . � ! 1!L,' �` --------,, ......................I ,.,.,.,.,. _. . ...... . 1111j� p I ......... I .. .............i... r__1 . . N ., _ - 1�1 j , 4--- .:- 1. . - . =� _==�, - .. . 0 .................�!,........................... . . .. ............ ...................... � I I ....................;.......................... __ .. 11 ,1.1 --- _,// . � __ I I - ,---,_--'.,-:�: -:--:-::.:-:-:- ,'' .......-.....'.*.'�'.'.'.'.'.*.'.'.*.-.,.,.,.",., . ............�............ I IN 0 ..................... .. - . .. 4 1 � I .... . 4 .............�......................... ----- � ��4 ___-� . ..........*......... ........ ...I.......... . , I I ... . I . ., 11 _ - A .. ...........--- -C 204.'80.'.'.4........... ....................%%....._....- - ............ � . I . ' -, . I 1. �� , J'�3 ............. .. .....T .............�............ . ....................... .. . . . 4 \ - ___�_ I � , I . !: 11i,,,,T. I .0 - I ..... .....r.,.,.,.,.,.,.,.,.,.,.'.'.'."".'.'..'.'.'.'.'.'............. .. ............i............ .. . F-, __ ; , . * . I BC-20430....................................��... ............................. . 4_j � ....................... _... . . ' __ N I ...... ...:-:-`:_:-,_:_:-:-,-`.'-.",,,,,,,'' �............... I %......... . I ... . , .....................I. . 71-�_-, . .. I '...L4_i1\ , ,; . * -: ..... .. ........... .4 ,.,.%%*.%,........k................ I .................................. I 1 Tf�_ ------------ ---,, . � ;! 1 .......I.......... .............. .....�................... I............�.. ��N, �j �'_' , I . - zjjj--�r F;�__i .i '14L_ j i 0 �::::::::�-:-,-,-,-%,.--'-'-'..I.............. I .... .............. ... ..............:.: *� ... , , ....�.......... . ..........�.4...�........................ .... . - . . . . . ' I H . ii , - -11 \ , i� 'I :., 40.q, -...-........%-- . -:-:-�-:-:-:-:-:-: L - '.........,..... I I ,, M!1_1; !i , 1 .I - 1 i W lllxlo�! Is - ==nw- I'--=,- . F �jl I r- � I I I ��, : . �i��� .......................... .. , � ....I.......4...............I..... ..... ! .1 I . . I[ 1, 5 " - . ....... m....a............,................................ . . ...., " . ..... ...�........................:../ .. . 1-______1k1 � - - ",itlH ! .. I ,/ ; I � 11 w , . ... I ... . . ;; . im /I ;i \, \\ ji I L . -.5 - ,_ �il I I .. .............".....'.....'..... ........... I . * I',-,) . , I* _ ......... I ... . �s -----,---. !� 1; __� - j i: t N --,I i I --p , I - ' ' " � - �, ..............._�_-I ----------........-...-.....................-.-..._. A .. ...j .. I -. ... . . I .Y."*.V 7� .... ................ ............... ......... . I'-, `M_71-7.i I '7111 N ;1 , 1/1 I ..... q N Y .,"""* .�...... ................. ... ........ . _ I--,-- "%�� .... . .. " i_ �_�� ii '�o I'l.... .. ................ 4 ;, . 1\, I I ; . I i! ', A � I- ---- W . - - .�................................ .. 4. .. 4 ' 1, I.,1 i T \ ,_� r_,� I------ ,; 'i _ J fl-_ -- - �,1- "I , � �--T=T�----- �-.! j .1 �ff�_\k, I I I .- , . . I 5�_7 :__�_ . . . .". I .. ...........I.,......... . I i ., I I 11 -1 I-% � � I . . ,;� I ' '' I............... ................... ........... ................�........... . Z�, I 1. ,, ...... fl N .- ; I . i m .. ; ... ... . - � I _Ij � . i! I 11-` w / !i ,,,i.,, -1 , , , . . ...-... ........%.............................................................. , � ? I Cn \ - - r I ,-, � I 0 1 FS 2 d 1�1 H 1i is I �i " fl .............. - C� V4 . ill ... . . ......I..........�....I..........................I........................ .............t............ .. . / � il . :, I .............................._�.......... . . ................................I , . q% . .. . . .... ..... 1, ___ _; t: ^ \,C, " %\it-- ! i'_ I III . ....... .,o I I ..... . I. , .1 :� . . .... ........... .. . ......M.:.: : - ' 11 1! __I � . �, �, .-.---.BC.204.-27-.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.....�.......................................................... *i� 0 -:.:.:-��:._,._., ... i �I 11 . /,;�' 7 � i k � -�64. .............. .......! 1. , ; .. ..... I I I ;I I I I I ! I , !I I I 1 1 FS 204.8 1 ."tit' .'77.' 3: . -l-'-'�'-'-'-'-'-"-''-'-'-�-T-C-'204'1 - I 1, . . ,* , A \TC.203.,j0Z.*.*.%,... ...... Ll_=�m - - I IL-41 �'-iti i i! �L_ _ 4. ,.,. ... U . ! : I ................... ............ ....... . . I I F-1 ...............�......................... ......................... . I t. . ;, � - ; il I *�*,= '_�L__7_ �I -A ........................................-...... ...... ....... . r_�', :! J .1 �,/'. q "�L r : ;! - . ................................. 4 4 .... ..................... . �>, � !: �. I vil 1. ; I! L - L- -4 = " ! . ........ _..... 11 I I I I*I I I I I I I I I......1-1...I—*.... . . . :: : 1. -D�l I I " H � ................. ....1.1.,.,.*.,.,.*.*11.1.1.*.'."*.'.I.... m Y . BC 2G3.69'-'-*-"-'-' 204.29 � v: I �; i � I :. A M.M. E f ,,, .1 - , - � -:.:... I .. . I ...................... 4. I; I! /'\�� , � I . . I -:-�-:$Q-20-3'4� 2..................................... . FS 205. 1 1 j .. _L . " ,i . . . . . �_.......�............. ....... . .1 � I ! ,; . .� . . ............ ;. * .; \ ,_� - . .. ! zi : ................�................ .'-'.'."i'.'.*.'.'.'..'.'.'.'.'.'.'.'.'.'.'.*.'.'.'�,.,.,.-.,.,.,.,.,.,.,.'."'. . ... ...... J..A. I I ..........:.*I.................. I . ;, I -- ii 6--All ,, ..!! , .......I........ '", 1............ I .. \ i: I ,; � � . p! ... ........... ......................... . ... . t! i ... .... , .*.*...........I....... .1 I . ,I. .....:.... .......,................................ .... . 1i ��. � " /1� I, \ , o 11 . ..............2. 1 � . : .._..,.,.,.'1... I '-T � ,� i . i .6 % *.,.,.,.".*.,.*.,.*.,.,.*.,.,.,.".,.,.,..,.,.,.,.,.,.,.,.,.".,.*.,.-.,. ,.,.,.*.........4............ .%,:%'..................-.....-..................�...... I , � ; I .1 j I i --==;3 ..........................................I.......... I. . I . �\_ �A___jj � 1! T � i . . i ! 4...........:_ � 0 ................._.... _____ mi 1 I . :1 Z�11 : !I . � ) � . . ... ................. m . .. i :! I .............................I.....................................�....... ... � :f.:-:.-, ..... .. ........ I g .1 __/ --=;T. I --- �1' I A , . . � r, 1 . �� - I ___ i- � I I; :1 ! 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I T, '11 - I . ....................,.......................................I 14..... ..1.1.7-7-1-1.1-1.1- - - MUNIQMMUM"06 I � ....*X,:4... .... ,..*...................................... - . ......�...... . , .0-3 1 . . . . . . ..... . . ................ . 1, 4 .................. .I.................. '��,:�::::::::::::::::::::::::::,.,.,-,- . . .. . ........ F.I.: ..... .1C.2 6 1 - -1 . . ...... . 4iiiiiii Ui .... ..... .- ... . ' '20447................... ...�- - - - . - - %-�- . - - - - - - - 11-f��4 - - - - - - - I - - - --`*i � ''-''-,:,�:-%-%' * - - �: t - .. . .....f FS 204. , . . . S204.1 I , I 11 � 1 I?L 11 .., ...%,.*.*............. .... . ............................. I I V) � .� it 11 I - ......;............ z � .''''T ....................... ...*****.....*.....*....*............ .........I........... .. - !! . . 4.. ..... , C-204v,M..........................I '' '''m.... .... .........* ..1.I .. . . I ... . .................. ............... A .........I............... - . . .. _...... .. .... TC 204.51 ... ......................... 1 !L�/ i --IF- ; . . *, TC204'.49' . ....... ..... . I . . . .. I ! I . . .. ..'K.'.I.'0.3'5.4'.�.'.'.'.'.�.'.'.'.'.'.'.'.'.'.','- :: � : . ............I............ C�\ . -6. . � � .. .. I � .,.:.:.,.*:,:''::��:�:::�:::::::�-'-'-'-'.,.,.,.- .1 26r . 8 .7 � 11 ...............I...:. .................................. . .�........................�.......... (71� . C7 b . FS 204. li, I . 1 -�-:-f6&�b�*.-�4: BC 204.01 ........... b� - .% . . .,...........�......... .................... .............. , if -1 L=======j - 11 FS 204.5 (= .... ..20 ;14.-.-.- ...........I.. . . / I .. . B.C. . it . !.*-t*.' .I :. . _.... � -4 1 L_ I- " m _.... i:::t':* A . I i FS 204. 11 i - . . I -: " �- I %'-'---'-'.----T=, 03.1�'-- .. 1 205.03 I . I q. - . ...I.v'4v�t;. .............................I ........I......... - . ... .....�-_-.--._-----------_---- 1 __4 . : FS 204.93 1:* :�.4 �-.............* .... ,iiiiI Cn F. ' **''**'t.".*.'.*.'.'�'.'.'.'..:...............- --..._.-._._.-.,.-.-.-...,_... 10 . . . . - . I I � . ...I........X...............,...... T . . i � I/ I � .. * ................... .. . .4 --B--'2P3- ............................. ... i......' - .. A ............ . . ..* A 0 .'.'.'.'.*.,.:.,*....* 'C 203.75 FS 2014.7, I �_ i,I , i � . ....P ? ... m ii 0 . . . ....�...S -,-.-.,. I . . . 4 .. i � : - 'IT' i . 41 _�I�� .%.,......%*....L.............%%%%% . . _____2r_1w I........... . 1 4 1 '.. S204 ...... . .. . 0 :40 --'I. . "!...................... t_ ill------7 1 * , I . .......... I I . . . , - . I I'A ..,�__@ s 204.8 4 TC 2 4 -� _. . . .. C 204.15 ........ ..... . � , .. ......... . .jg�Liu% B I I . . I- � t__ -_ , ! _7= FS 203.9 . .. I . - ' "P. 4-.. *: . ............,........r T__q Lr) I [*. ...'. , , ,* ................,.,.,.,.,.,.,.".,.,. C 203.25 A* I % � ... , ........... -� 4 .. � . .. .. ......._ , . . . 0 . .0 TC 202.75 . .... ... ....... I �.:......, I .................... ............... . . .. .-.4 . .. ., , . . .. -. . A" Ir I . .. ..... ....t................. . . . ..... - . * . . . . ' 9 ft 11 I T '4 ./I '-.1.. - - - - - 4 ** , I :J,.,.".,.,.,.`-':':':*:'.'-*: . . I A . "\ L I . . C 202.25 . .............. ...... d . .. A . 4 : .' '' �FO.5.�0 U . ir� . 4 - . . ...4 ......., .........:..-'-'-I-'-'-*-'-*-'-''-'-'-"'-'-'-'-'-*-'-'- - . I I ..4. . . . . ,4 .4 . . .: A - A � . .4. . . - . 4 .. ..I . . . . S203.98 . . 2 3.6V0 - ..- - -. ,. - . . .BC 203.65 . .................i........................ I . 1 4 *.. ............. ....................... . . , - A . F 11, 1 1 : - , .0 .... �� � ...........i...'......................... I... i . j 4 .'.W,i . .. ......".%%%%%%*..... . . I . . : �d . I . . A TIC .. - - . I �.................................... � , ..... .. .......................................... - N\-F - . . *...*"**............ . ..... .. ........................ .. . 4 . . I . . IV:*.*, . ., .. I------'-.'_'-'-".".".'''' -:-"::.--.: -:::::::�::�:::::::��::..-,-*-:........:::::::::-,-*--'-'-'-*-'-'-''-'-'-'-'-'-'-'-'-"-'-"-'-'-*........................ .....:X-i54.81 7' .... -.' I -' , -1 BC 0 , , ............ 0 - . . . . ... I .. 10 .... , . ... .. ........ .....I........I........... 1 :4 - . . .0 j/. .. .i ...... .... - . 2 4 : . , � � ::�: .4 - ....'.'.*.'.'�%,...J...... ::..' S 204.93 �,.� �,, . I :,.*.,-: ..:.:.. :"*",*, .A 04 . . ,� I' *TC Z04JO o - - ...........I............. .. . M I , '. . � . .. . BC 203.55 .. A . . , . .. ... ...* ............ ...... . .. -:-:-'T "'104 47 ....'........ . I 4 . I --� - , , 4- . .41 ... ........I............ I . . .. . . * . . BC2-W.50, . . ..................:....................... � .I I . I"* , 'TC,205A8%'-.'-'-'.'-'-'.'-'.'.' V.-'-%%---\TC'203'190'-'- .. ........I...... ........:-*-".:-:$.C"2.'Q4'-3.jL-_ - .' . I . ILZ11! 4 . I 4 .. I I .................... . . .. I .. .1 ) . I � .................... ..... '.. -2 ?� *�.................. .............,.,.,.,.,.%*. I : - - . . 6 . . . .................. . -.._- -0 3. . /F§�204.81, . . . it'�&.,''*............ .......*.... . .46 .160C I in, . . . . 4 . . . � . . .. I"* *, ;1 - .......9��.....................�-*_'_'_'_%:-b6�di s-204.; ...................... .......... N I 11 . d... . .tl : I '.. 4_ : . . .............. . ' , " "" * " , ............. ......:...................................................�.........................,.,.........'' . . .*.,.*.,.,.,.,.,.,.,.*.*.,..,...,.,.,._,.,.,.,..,.. I 11fN . A EDD 1�,l - : I S204.60 . . , .4s.,4 .., A . . . . . ......*.,.,.,.%.1............ . .:.:.:,:.:,. . IL . . . .. ....................BC.203.*,%..................��.�.):::�:::::�:::,:::�::: -C.204.48.7C. . . . - ;4 4 - 14' . . . . .4. -" - -T!Z 203.3. , . j . 4'. ..... I . f..J., . .'.'.'.*.'j.'. .......�.................................................................. T 20.4.62,, 4. G -I F=====�'. I , -*1 FS 204.6 . .,. tiWAA . . . 'A . 204.06/ .. .' . . '. X - .* 4-- . . 1_____101 I . . 4 . ..... . I ... . ............ .......................................................................... . . ...-- - - -. . � . . , ' * BC - . 'I - . ...�..:.:.:.:.:...T.:.:.:-:-:-:-:-:-:-:-*- . k:.:.:f-:.: ................'...._�.L., - - __ - , - - . 9C-201,*09..'8C-:-204;12- P - ,U 11. ! . .. &2b�.�61 -44 - .,- '. !2&83' -. .. --. - -- 4 . ... . . ..:. . . � ....�.............................. - 77 .. ..... . 11 I . � .4.. " , . S.2Q.�88- - . . . A .. . .. . ... . 3+'W-'-'-'-'-'.*-'-*-' * - I !� -.t.�:-!-�-�.�,�-!-!��.'*.........................*........�`.+.".+....,:- --..-..-.-. . b I . . . . : I . . e......:..!--.-.+.-.-:--...-.... .. --- .............-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-..............-----.-------- ...................... . . . 4 . : ;, : -, i.* , . 4 .4 . 1. . . ..... .� . . .. � ..... ....... .. .. ; . . . .A. . :,:,*%%%',�''*...*.... . . . � 4 . . . .. - , 4 . ............. ............ I . . . .,4. . * . I..... ...a . ! . FS 20 :: .4 S204.8 . .� . . 4., 4 .*" . . t:::::I:-.�: 3: A, ...... . !...,N ...............................,.:..:...li.�......I........__. 1. . ! I � : A' .. . . . 4. . q . . � I .. . . ... . . . . . ...... ...... ................................................................ ..... .- -- � . 5. . .. t. . .. FS 204.3 ' 4 . 4. .i I I . .. . . . . 203.90 . 4 . . ......7................................. I ... . ' 1 4 . . I . . . . 2 - *-w It . . ,*"**.........�:....................... . . ...... ...... ....... ....................... ..........T--204A ................. ..... s 03�8- .. - -4 . . .. . .. .. ,�,40s` ...*,''-'-'-'-'-'-'-'-'-"-'-'-'-'-*-'-'-'-'-'-"-'-'-'-'-'------------------ ... - '--.'.'.".'--.-.-T'C'Zt�'��.. '.-'-:' 4 fF . . . �3'. - . - . . -6 . ...............�-.-' : .. TC 203 1 ................... F, ,, .. 1 �:�:�:�6.�-� ,xfl:�: ........ ........ ..... .... �t . .. .... ..... C , ... - . .. - 0-1.00 , . ........ = . . ..................,............................................................ .... ....... . . ill . . . . . . .. . �.. .. :4 -- � A . * F . . . ......::..t...... ......................................... � I,:, :N!,,,�Ii�'.11 . ..' a . . ., .'.'.'.'.'.'.*.*.'.*.'.*.'.'.*.'.'.'.*.'.'.'.'- . . ..�_:_`%%:-,.*,.1C 203.-6 ... .......................... ....BC.-2-04.19. -.-.-.-.-.-.-.-.-..-. --.-.-.-.- .-.-.-.-.-::::::-.'>kC::2�q4..�g.. .. . . I L - LITZ-11 , . .. !I : . . . , -' "C" ' ............I..........-.-........... - . 1�. _".'.'..'.'.*.'.* , . 0, & I .........:.:. ........'....K.".%'................ ..... ........ ..... -. . . I . . .. .. 4 4. . . . Id. ., . I . : . .,A: . 4.4 -5 : .- -0 . ,.*.*...................i........*... � . . .... . ..................................... .... ............... .....� ... .... . S204.7 FS�2 .. TC 204.1 .4 . ' ' . � ri . ... N .�� i \05 . . S204.55 ,4 . . ,4 ...Fs 2041.5 1 . . . 04.62-.-.-.. ' .. ... . , . .. ' . . 4 .- . - . . . . .. . ...............1. ...... . . . . .,.*.,.I , ... ...,..............................-........................ ....... . , � � I !I . I \� . A V . S � 4.60 . -' "- - - 4. -. . - A *.,.,.*........ . .. .. i 11 ; . . .. . . BC tb.632 - - - ' . . 4 . * . . .e . . I I .. , I ................ � 'C 203.61- , 204A2."... m ---,\ -_ � . . . . A. - I . .4. . . .. '.I . . � , - A *, 'v, , . 4 -. . . . I . . . . . ..,.......... I I......i. Tc.:,203'1'56'.'*.'-*.'.'.'.'..'...'.'-- ...................... . ............ :-,.,.-,-%:.::,:.:�:::--"-,-"''.-,.,.-,-,-,-*-'-'-'-'-". . -I-, . 1. � .. .' .A' . �. .. .." .--- A - . '.'.*.B.C.'203�37.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.....------- .......:..... . ; it .,�. . 'a ' . . . . . . . .. . .. ..i............ . . 4 , , .............................................I.....I ............ ......'. .,................� . . I . /,.--'\ r- � ! . , 15 20 .'5,(Y 4- . . � . -� . -.4 1 .-�4* ". 4 . . . -W.. ............... . ...203iQ6.-',-%".'_'-'_'_'- .%%,.,.........I....................I.................. ..............*...% ..... Bj 4 . C. . ...........� ........ � . - , ii ,.%*.%,.*.,.%*.,.% " ,.:.,.%,.. --20.4.7 __ i I i 04.8 111 . . � .BC ..... *U� . 4' .:. ,.,.,-,J: . . I ........ 13C-203-14- '-'-'... .:�b:�.6�............. ........... ........... .......... ........ i r7, 4 - . � ,A. I -*-'- -- , , �C* -.03 ..,.......,.................,.......................................................... ........... ...�.... I �' I !I I __- ..CTS . . . .. ..�. . w . ..' '. .. - . . % , , ',d - . . I. . A .. 4 .. . �. . A . ..Z...I............ 1 �_:7 ' ..............................,.,............ . .......... .. ......I.. I � - k � 1� � I- - il ; ' . A . .. .�.. . . . . '* . .. -::*::�: �6 .. '. IL 11 - - , - *\ - ' - .' : tl-10.203,9 ................................................ . � __J - . . . I..I I IC 203.11 .,.,. ,T1q ==M sil . 4, Ii. : 4:. ��-,'d 4 ... .. - � , 11 ---, I .; I . .. .. � . . * .......... . '" . 3: 1� ... -.n. ............ 7 ........ ...... ....,.,.,.,.*.,.. � ... ......-.K-,-Z04�73.- , - . S2 .4.85- - ' . . . . .. 4. .'. 4-4 .. . . . . . . . . .*.'.'.-- � ... -1. :'%'� ..........................�.............. . I < I i , I . 11 FS�)4.9-� 4 . . L'BC203.4s.. . . . . ...... -*X% ..... " . I ........................I...I.................. I I . . ._ � -1 111-204 ' - ".'* * '. ' .. . . - ....9 4 . .. 4' , . . . . ... ....*.*.*.,.*.,..... I I ... ... ............ ....................*.......*....... A . . . ........... .... - I ! � . 11 . .� . 4 .25. . . . . r . . A - . 4. - - ... .'.1*.'.%*.'."............ I . . � .... . I I !:.::::: 3S2 . ....�� Fal .d C.2 H 'S 204.83�� I � * - � -0-�,\�-.-, , . ',BC 203.75 . . 4 I .. . - . . a.* -. .1 . .. .41............ . ... ......... � .1 I .1 . � . . . 4 . '25 - . . . . '"", I . . i...... ....f............ 'r .................................................. ..*.......*.... �, r . . ' . . . .. . ....*, . '� .... ... ........11 . .0 . . 6�203'18 - k ...... : \ .......I.... ............ I I - .I ...... ....... .......... . . 4''' I LP 20 .3 I I j 11,� . . . . . � G3.27�,- - . /' - _ , .. ... ,I. ............I...................... -;,--,Tg-,-�PP.�:?-��-:-:-'-'-'-"-'-'-','-'-'-'-',TC-2,G4. .. . . . 4 . I ....... "."' -: -,7 Bc.2 ,.r ,3 - . . . . . TC 204 40 a . . .,...�. \ -, "` Z. .',., -:p!;:;03 1'-'-'.%1-1-1-'-v-*-1. ................... __- 11- � i, . .. ' . . .B( . - 6 : ... �- - 4 ' - . 4 ,.. 1 . . .(W. . A. ....... . . . . . . - 3;jO�, ....... �A I i 'A 4 C�264.75 ..' . 4 Id -.BC-2�3.. .I , 4 .... ... . . . ca . it .;;03 9 4 � -1 4 1 1 . C'20� ,w ::::Z:::j:::::::::::....... p I "�� I ........TC.20 , ,, .......I....�........... " , . . . . . TG'2 i,710 _.. . .,.,.,. . . I .......... � . . .4 ' 4. . - . . .. . . .... .......... . .- . I .-� . . A . __FS 204.28 B . 2 ' !� - 41 . . * 4 ..' - . . 4, ' - TC-' 03: .. . ... . .. ' . C 204.82 ... . .203 . . I � I i I I .... . , '20 D'y - - -1 . 4 . . . I' . `�' BC'201h.�S' . - ' i - - 4 ' - -* -- .,.,. I I ."*. ......I. ..Ak.','' :..: ....... ......... ......... (A. 3 _�, . 6�. :::::,* :: :' -1 - ...., 'Ll .I....... . ,z � ,I , 11 -d&ib4.'i�A1_-_-_---__.---- I..I....... �i.73iii A I m . - 1. . , .r I . /� , . 4' ' 3�!) . .I -- ' - .2 ................... f�AS.203.74 . TC204. 44 04.73 1 ;x - . ,�62 . . . . 4* - - . A !! ; I � . *. . .. : . . . . - , .-:`,1:::j.�: ,.. jA. . 441 I . . . � .. A:...*,:� ' ' ', ' ' ; - 'TC 2019i 0 - -..- I . ..I.................. �.- � ... � I - 4AU A . . . . . ........ . . . .! f, *, FS-70 3.& . � . , . 2 0 4 A3115. . " -I:-.I � - . f [..*.*.,. . 9=4 � � . .... . I , . 144 , "' , " ., EK 204.25' ' "' - - ........... � . I � -'.'.* , . 1.1. .. 1: . I . I . . .- . . -:BC.204�i i. . I . 1 4 . �C�203 41. . A-, ., A�' - A -- BC 203.32 C.202.32 . -. We,4 .*:: :::::::::::::*,, . . , . " I . I / , �I.......:1:::::::::::::: U00) (,)I ri -11 . 'L I � I ....I .*.. ''' I - 4. - *"' , '... . 4 -- , - .* ' . � � S 204 ... 20 . . ..... . . . . . ... .. � I _____ .. . 1. - - - 4 - il . . 4, - :S 203.29 .....- - . . d . , .. . ' -C 2o4..,.'3 I .V111 : . BE 203:5 .. . i , - ...*.,.,.*.%%. . . . . � i - .-A . 4 4.31 i . ' I 11-- LA . FS 2J w . . . I .. 4 . - I . ..............i...... .4. . . :-.A- t 0�73 - ' I - I BC 2103.90.- - -. . . C 203.17 .. .. . '.4 * I � . . : I -� - . 4 . a , * . I ) . .. %'-'-%'-'-'-'-TC-2103'.. ,.,.*.,.,.*...............�.,.,............. . 7 . , I I - FS 2P4. . . 4 . 4 : .,.*:..�.:�-:-:-:-:-:-:-:.:.,.,-,- . . .�................. ........ ......... . I 1 4. 14-. - ,' ... BC 203.17 . ... 4 ... I I � ::::::::]. . . . %.....�..., ..:�.....I.......I "','' ..........*...... i . 1 -4.. I. V. TC 203.1 ' . . . . :..� ................ . 11 . . ............ .........� ..1.I...............�............................. -i 11 .� .. . - '.�" " . 4. I . . ....... .............. . � I.... . . ''. BC .- ' 0 ..................................-................�. . 20 , 10 , !.� 1 164 .1 " . . .." : . � �' I. 4 - - . 1z . -BC k4J rl.. � I - ..... . 1 03U*1-z-'-'-*-'-'- � ..-.--.. 20M �-'-'-'-'-'-'-'-'-'-'-'-'-','-'- UILDIt4G I a . i- .. .4 4 . . . : . ..... . I I i. - � ........ b............ 0 .-.-.-.-.-.-.vTC-204-.3 TC-204 3. - ;I il q k..� . � a z � I BC 20 .1 .'4 -- .A : '. . .. I . N 4 1 �b:�.61 �, -BC-203,,90-,.,.''.,.,.,........................................ [9 '. -4 � . ! . . . FS 204.0 . . . 4 . 4. .. 4 a � .... ii��: ::::::::::::::::: ..... ........... . ... . 5......;.... Li .1 . �. I .. . . _ .......................... . .. 1% I .. . . .,.,.,. s ; . ,.--, * ....................... ....... - - 20' . S2)4.83 S205.0 f i -,\ I S205.0 i . 4. - - '44 - . 1 :ii .. , i i *. V.. .. .� . I*.'-'.'- . �.'.'-"'.'-'I�t.:-:�6-�,.!.!:-:-:-:-�.:.:.:..:;�.�., ,-, 5.C`2.1:4;� . J3C 1, 11 , . . . . . , *:1*:,:,:",...*" ..... .......... . 4' . . ........ � .......0� . .'.'.'.'.*.'.'�'.'.'.'.'.'.'.,.,.,.,.*.,.*.,.,.,.,.,.,.,.,.,.*.,.,.*.,.,.,.,.,.,.,.,.",.,.,.,.,.*.,.,.,.,.*.,.".*........ W_ I I ji - �, - �IS 204.8il 1, . . . S203.1 . - , . .. . . � I . .... . I . .........�:Y.-.f1ff.Aww-..-.-.-.-.-. ....'............I....I........................................................................ ......1��.AvItJJ12, , ni - . .. .1 . .I .. .:i:.:.,.*.*.*.,..*...'.*..*...*- . . ...........�...... ..... I -,jl� , ./ %,.... ... . �. N ...................................................................._.......I... ....0c, BC 20 .73 �M t66ni.izz:::[i:::==::::::Z:i��l; I � i 41 .4 .... L;.w4:1-tv. ......................... .*...........j......... . . � .. 'A. . V:::::�:�:.';'............. ..... ........ ..... TC 204 73.. S205.0 ,,; I �_ -�R ; .11 H .A, . FS 204 2 . _ �, ... . ................. 4 ,\. . ......Z.. � " ;... . . 1i . .. ........ .... 4 ..... .1.............. I . !-:,:-,-, ...........I.............................. .... ..201�;X-3:-...1....I , I ! 11 // I [I III . �..I......... ..... .. .6....... .. 204.01 .......... . . . ,: *,','"%',',%',','-BC--201-17 ..... . " 11, : ... - ,,, : :� .............................. ...�....... . . MM 1�/ A' . ... ..................... * * - , . .. ...:��::::................�.....! ....................................................�... ......�..... .....1.*.,.,.,... ..................... I 2N �� I I . . C a .. , TC203'.71' .......... ... - . .. . ............ ON - '' 1 '..�4--%-.- ... � .*%,* " , q., I . " I I � �, k,/�_, �� ,i� . ! - .., .. ....... I .I.....* v . :.:4.:... ........ .. I � ,4,. ....... -104;6 .--''' BC 203 51 .".0.1............ . .,...................................................................................................................... ...:.-.-.--:-TC-304-'.64\.'-:.......* M 11 .C.'203 .,. .,.,.*........B-C.-2b�.21:.- . . -- I . '64:�i:::::�:��:�18".. , ,/v�� . (... , . .. I , FS 204. .d' 4 . . . 204.7 1��"�Z�_ I , - . ..4 ....... . . - .... . .. - . U � � ...... I ) A a . ....4,C-1 3.1 _........... .....I......�..........................................M............. ..... Zp...I... el f ; . FS 204.6 . . .., . ...2.1D.'a1'$2,'-:-*......*'' .",.!."........................ .1 ........ �'.'.%'. .,.,.,.,.,.*....... . ��/ /I : ........K ........... . .!_*-'-'-V.V-*-%*-'- . - .' -- -::�::.:., BC 204.20 - -BC 203 24'" '' FS 202.4 .. .................. . . , 4 ..'s.c.,.ZO3�.;1-3'-".,-.'-'B''C 2_*0'3-.'3'5-.-T. rQ.'2Q4A5'.'.'-'-'-'-*-'-'-*.......... ..................... A' ' A . 4. ....................... ........ A . ... I ..... . . I' , .* I , ,.. . .1..........................4..................?............ 5 ..................... .... 4.,�1 4 ::!. � I , I ., * . . .............................. .1''" '-*-20132-'.'.'-'-*-*-'."- .. ... .. I . I I -C_2044: --I....I........... ........1-1............_ ........................PC/ . P 204.3 I/ `t-.:.",., I . Z'I",*I.,.,.,.%,.,.... I ...... �. -:.:.: " ........... I ..,,*ik. ::.�::::::::::::::::::::, I � I .............. .... . . I ,\ � --/ 1 - 4 '*:, , - -'.-.--'---'----,'-'-'------'.'-'-'-'-'-'-'---'---TC'-, - � 4-- � "" -2 : * ,, , ,, ..:..� >\ I I I =:�_' - - . .... ..... .BC TC 0.41' .. .. . .... IT ." -203'65-'-'-'-'-*-'-'-*-*.................... .�,k\ 0101 0 .. . . . . . .........................:-'-'I----','.-.'.'.'.'.'.BC.-203.'60..'-'--.'-'.'.'�'....--..-. ........"........_.....'...................... ., .....'...-. -...-.-.-.-.-. ............... I . .. . . - - . ............................................. . .. ". , . I I . . v . .. .. --:.�:::::�:-.::::-:.: , . -.20.3,15'-'-'.,-.-,-,.-,-%,-,._. ...... . . .................... .............I....................................I................ .. . ........! .. . . ........................ . . .. ...... , .... . . A- *4 . - ............... .. .... . . ......�..... ....�............................................................ ............ ..................m':... ........ . , . . ..........BC-203.14-'.*............I.,........ ... . .... I . . 16'-'-i-'.'-"'.'.'.'.'-'.'-'.'., .. -1,16....................*, " . S2 S20 .. I . '.-4', . . ... - A - . ................ ......__.. .................*............... . . . � . . A 1'_'-'-'-'-'-'-'-".'-'-*'-'_' j . .. .. ......... _,_,aC`Z. 0 ......j � 44 i .. 4 . .4. .,' FS 202.5 - �m-----:1-:-:-:-:.:.:-:. "' . A 1XI ........ j 01 . . :K . 1. - _ FS 204.3 .k. . -0 .:��:�:�:::: `,:::::� -_ I.*.,.,. - � . . I \ I I .. - -.Fa., . .f.;............... ...�........... ..........................I... ....... .205.5 ....... I A ;a ................................. .. ............... ...... ....... . I I*.:.:.*. - - -a - , ................... .......I...................................... .... .-*-'.,"*' '.'_'-'.'-'_'_'-'_'_'_'_.'_'-'-'-'-*.'_'_' tO4.74 i ;.C� ?A .............. k. I .......0....... . .. ....:. ......'. ��...................I A .,.,..........t*.*.,.%,.,.*.*.,.,.%, .,...,. I - - .................. .,.,..............I...............................I.............. ..............A.4.�..............00,' .. ........................ � )5� /�.� . i- .. I ..................V........, . � � , I 1-4 I='.%.'.'.'.'.*.'.'.'.'.'.' -............... -104-0' .................%........... I " . . .. ......I............. - ...�........ .. . . . ... ' � -. - . ................... ................................ ...... REVISIONS: I . . . __ . , I ........ v �. . 4 . ....'7i7'.%t:4:47L7LE�� I :-:-:-:-"-,-,_,-__--.-_--- ..................................... _............. - ----�-�.�-�.�.�:�:�:�:!:�:�-�-!.�-.-.��� --�-...-.-...-.-.-...-.................................................................,......,.. I . I ............. . . ,"% :::::::::::-*-*-*-*-%* . . ! I ..... ................. - . -Z04.00' .----. ........ ........ .... 4S , )I FS 204.0 . . . . 11.1.11 "Z A -- �' - - �r-'--I-'-"--'-'--'----":-�..... TC -'----'-----' -**' I - - FS 204.5 Ili .. . ......................I..........�.....w........................... .:::::I . .... .. . . -- ' ,-_"C.Z,a,----i,! , " -, .. ................. . .......I.... � . ....I... ...I................................................................. 7 , I i "' .4. . *.'.*..' _N ... . evations . . I ..... . ........................... .................... - FS 204. 5�--�7- . \ A Ei . :4 .-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.----- .,.:.,.,.,.*.'.*.'.'.'.'."'.'.'.*.'.'.'.'.'.'.'.'.'.'.'.'.'.,'' . ......... I . .. - ,. , . - .:.,.,.,.,.,.,.,.,.".,.'.'.'.'.'.'.'.'.'.'.*."., I I . . .. .. . -..,.V.,..�.............................. ......................................................................... . I I - � � , .... � ,.,.,.,. ......... ....... ....... ....................... - . -------------I! 0 FS .......... .... ,. , 1. I . D . .4. � .........:.:-,.%�W'."'-'-'.'-'.*-'.'.'.'.*- ....................... ...........................................:-:-:-TC-�M4'Mh:-:-' __ f\\, . . ... . ,.*.,.*. 1. Added spot el . I 1***' ... ............... � ... ...... .,., *...............* ,**'" .. . .1 t, .11 .- S204.28 .............. Ir. . . ........ . I .,.,.,.,. ��:Tz�'�I-F�?::.....................*,,""", � . : , - - 11� L . I . 14 . ....I.............. . ':'-'-W-204,40V :4 . . - 205.0 � . . ...........................k,.,.%%,.".,.,.,.%,*.*.,.,.,.".,.,.,.,.,.,.,.,.,.,.,.,.*,""* . 11 W. . J..,.,.,..%,.:..... in-the courtyard of the MC I I � ..... . ............ ...... .....I.................... . . .. . �� / 11 .................................................................................................. . .,.,. *. I � � ...*. - .10 -.1 . .......................I............... ... ......I ............ ............................�............ . . . . k L,/ . . ., � . ........ .1................ .................... . . .%%........I................. facility. 33 11/11 I I.... - , �� I,,,,,''......................�....I...,..... *T '4'�;: - ...........:....�...............,................................,..... . 1� . .. . S204.35 ................................. ..................... I I ........�...... I .p.q.�?94. -:.:.:...............................................,............. U___4- . - I . . . . I i - - , ...................... .................... . ............................................................... 4 A: . ............... i . . .... ......�......... :� -.2Q3.152-.-.-.-.-:............................................................. ZEN '-----'-'.%---- - a - . .. .,i 's 205.0 . . . . . ............ ........................................ ...,****,.*.'I.%%'.V.*.%*.'.'.*.' I . , . . . 4 *m, ---- .:�::::::/,. �.0 .....TC-204. .'-.'---'---% . .. 4 1 A . I . * ......** I . , - "2G4'.20'.'.'.'--.'.'.'.'.'.'.'.'...............*....................,..............*.....,................... . .. *...... ... FS 204.7)a. . - . . - . . . .. . .....................................................,.................................................................,....... . '*"**...**.....*-****"* ..:*,.* � ,�TC ....Bit . '.�_.'-... ..'.'.'.'...... . , , I . . . . - I...........o..................... . ................. . . :. " -'-*-'-'-'-*-'-'-'-'-'-'-'-'-'-'- TC4...........'', :: ..264 .. . . . -1 =<�>==_/,�� ,�' I . f f 04A) .- I ........... ........... , I . . ............................. ................I.................................................................... :..... . - t S205.0 )i - - I �.... ...................... � - .............. , I . : . . .....TC203'89,BC-2G3.50'.'-- . '''.'B.C-.-203.70............,...�......,................................................................ - . - . .........................�...,..........................,.........\. ............................................ a....... . �. I , I .....�. ....._....................... . FS 204.6 . 4-, F!-_ . .. . . ...�...:. ... .:.:.:-:.:.:.:.:.:..................-....- . %.:......:........... . � ....... 1A . ' . ........................................ ............ . .. -1 .. i FS 205.0 . . \FS 204.80 � ..........'............. ...... . ... ....... .. .... I . 1, - 1 4 - . ..... ....,...........�...�....................................................................I........I.. . I..... ...... TC 203.87 - '. ....... I . - . . ........................ I. . . I U .,.a ......:.:.......�.........------ ........*.*.*.*..!....................-... . A 39'.*.-'.-':..'.'-'-'--'-'. . ................................................................I...................I................... . A ;, .... . " DA ------_ , - -� ::/:0�404-',,,'.:........I..... . ............................................... .. ....................... . .. . . . H a , : . 'A , ... ....)i...:.-.-.-.-.-.-:.-.�.- TIC 203.57 ........... ............ . . I I " ., ......'............... T6. .,TC - - ................................................................ . ....................... � . . .-.-- : . TIC 203.8 . .41- .*.,.*.,..... BC 203.37 ii� ' ....t............ � I ..... - � 4 - ..... .,.,. BC .W ....................4............. � . . - � 20434''-TC.204.40.'.'.'.'.'.''.'.' ........ . I � , . . FS 204.5 . .....k".1-1-1.1 I.,.,.,., 203.07 .. .......... I . ::: , , ' . .........I...........................*.,.*................I..... .. .... . -.' - . ' i _�_, . . . . ..�......\............ . . . . . . . . i ...- . I . BC 203.36 . . ...... .................... ........... � . .� .......................:. . - 104.-06'.-.'-'.--........�...........................................................''."'.'' '.''''"""""' : %q-- 1�� 4 A . __1 . . � ... ' ...6.......... .......... . .,.*.*,**. iiiii!... I-' 9� - _.-_...--._ Fli�.�#�:*�:-N. -'If 6� .....s....................... S20 4 ...........t I . . .... . , ..... .' .:404�.'#/��d *'�'.'."'.'.'.'.'.'.'.'.*.'.,.,�l.*.,.,.,'I............................�....�... _ ,,.. . 5.0 v ! 11 i -1-C-.201-4 '.-.'.'.-... TC 203.54 . ................. ............ I - I .. .,.*.*.,.*.*. .".,.,. .................. \----n . .*.1.1.1.'.'.%.. BC 203.04 . .. .. . .1 ......... ....... - . .....................�.......... . � _ . ! - . . . ......... .Z+,r ........... , . U�.,);:.:�::::, ..... 4 . ,, .0. .. . , . 4 .--S.C`202; ..i- .............. ........ I � I ...... -0 I I ... .. . , 5Q.,2 4'451�' -.8, . . I ....I.................... . _* ....**"***. I I . . Y....C .......... ....... . ..*.,.%,.,.,.,.....�....................... I .,.,.,.,. . "'A. : ...... .�. . .............I.................. ... . 'A$ 4.. / .. �80 � �''�'*.'.%'. . .................. %-�v.-�.�t,&�j: . w., I/Tq:-?q�.6 � . !I i . FS 203.9 ........�f�!-.-.-.....-._.-.-.-.- ..:.. . . ...:-�-:-/:�T -20k'46..........� &.-.'.-.-.-.-.-.'.'.-.'.-.'.-.-.-.�.-.-.-.-.-.-.-.-.-.-.-.'.-.TC-205-.11 �... :0 . - i . : I . ; 04. . . . . I .-.----_...--.--_---.- .. ...... - / .I .......B .. .. .. '' -2G4;18.-.-.-............-.'.'.'.'.','.'.'.'.'.'.'.'.'.'5'.C.'.104'; . '' . . . . I! , TC 203.50 ...... Ps .0 . 6N ,- 11 - I..........:-:-:-,�:-:-:-:-:-:-�-:-:-:-:-,-. ....... ....... ...v ....... . ./-/'.., . . ................ .......,.,........... . ' 204. ___ . 44 1 .............1.I......j....*... . ................... .... -711 / 11v T � . ..... BC 203.00 * . ......................�......I.................:::-...*.. , . - I ...... .� I I 1% . ............. . : -*-'-*.I.*-'.'-'.'.*.'-*.'.'.'.' . . , . . . '' . \ .... . ......................... ...... :: I .\), .. . . .. 4 I . . . i Lv ! I . ..... .:.. ........... � . .-4. .'- . - . .,.. 4. �.A . . . . . . i . .. S205.00 - . :-:-:_:-:-:.:_::::�: . . .4..................... GV . -%%'-*I- ') '-'-'-'--'-'-,'-TC�2 *�' , . 4 .. � i 7:8 .. . . " A 2.04.64 Ll_� I I . . ............. ............. . ....I ... . . . ., . . i . . !it . I '. ..................�..Q�'t'99-:-- . a .S204. . A - . . . . . . . . -A I ) I_ . 4�FS 205.0 1�� I - C 203.5 .\....*...... .*..*.%'.*.%'.... ............ I I ....... ... - 1. '4 . . 4 4: 1. 'A - .Y i I I - � - . . .1.........I............ X I I ........ . 4 . . .,BC12v0'-fl:F.... . -11 4- �. . - . . . Ix �, 11 i e:;, -7 \\ C 203.0 . :::w:a ...... . .,.*............ ........ . ;lk". i I . .. A.- . .... . .... .. . i / H = :r�r: ..w-:.- :,:%`"",,'' ..... .................. I I ,, , - . . I I . * . . .. . . . I . ........ . . .......:. -:-iW:-2-Q4;0j'15�-.T_C.204Jr0,;'-'-� S 2d4.6 -- .. :. 1. FS . 203.58 . ................... .... I I I - . ..... . ... ........'.. : . . . '?......... . 46 4 . .. . . j i, I �, 2 . ......-.:-`�- W.*.'.*.%*.'.'.'.'.' . --_.- .I... ... I % i i i - 11 ... �... . . .... . -9 . *,:-JpQ.-ZU.-:5-6.-:. 2 3M'-'-'-'-'-' ;'-. S204.52 - :- " FS 204. . -, 4 i I h �- ,-,> . ..... C 203.08 :. ...: .....r ::: . . X, PR I .... . 66: 6 * , TC 20 ..... ...I.........j............ I . .... .................... . . .... I ............................ . . H '17 . . . . - L:7� L�l .....:.'I.:.:.,.:. �_:-,-,-,-,.,-,-,-,_,-, .I.................... ........ . ......-�%,..q�w.............................. . -1 . ? I �. ..........................................,.... . . . . S204.58 . - -C:::::::!>, , I! .1 I I \, - - ..1.I.................... 'A ,.,.,.*.,...,......�............ �, .... .................................... . . � . � .-. .. I/ -, \11 . .. ... ... ............ I I I *.*.,.I. ............................ FS 204 . . . 1! i ,,LP 204.0 1\1 ..,.%%,.V.,....A...:................... .. . ...I..................... . ........I................ !_ � . . .. i .................. ....... C 203.63 . .,....;............"......................... I .. . ... ... '. I . I ,j / ....1....... .16 .%V...I... I - -0 ........I..........I. '96 ... . . 1� � I I I . ........................,.,....................... ........................*I'.'.'.'.'.'.'.'.'.'.'.'. . . . .*.,.. .. N�k= ',----'---'-'-BC-203 - :,,� . . . . ' I 1! lr�_�, 1; - 7 - I 1,*,',",',','�,:%:-:-, ...... -. . I! 1_� %. . ...�.....:-:'M.-:-2 -:-:-:-: I I r I .. (I 1 """"'B6.201-52.......... 1. .K..46� I . A' X \1. . N . . .. ................................... ... i f............ I I I I .,.,.. 11. ,.%*.*.%%!............ ................ ... . . . FS 204. s . I ', = i � I I 1--n \ -I-- 203.5 .i............ BC 203.13 .. .................--4*-*-'-%*-'-*-*-*-V.'. I I . . ............�............................... .7 . : � ! I......*.,.,.,., ...._.......... . .,.*.*.*.,.*................ � N . I .-:,. " .. ........................�...,.............,............................................... . � '-FS 204.1 F 204 � I I � I \,� ,,,-��\ * ..... .........., , *. I............ . I . *:*.,.,.. . �. I ............;.................................... . .. . . .N \ I C 203 0 .....................I:::�:�:::::::::::::.:.:. .. - .-....,............ I �11- � . , I I .... I. . ..........�...........-.!....-�-.-.I.-.-.-..-.-,-.-,-.-.-.-.I,-.-.-.-.-.-.-.-.-.-.-.-.- . . 11 I / 5�� - . , .............�...... ..... :' :*.:,i............ � I - I I ..... I � '. . ............1..........�...................... 4 -� - . �- . FS 204% 1 I I \\ I �__, �. . .. TC 26�.6 1 . .................. :.,-:-:-,�:-: � . I...........I............�. I ��. I '* I ........ � 11 I 1, ...... . .. ................-.-.-.-j....,..-.-.-.-.:.,* . I . i L_ /� ',\ ,-,--\ � \� 203.1 &' - '.'.''' .I............ I � ........ 14, . . .%*.h. - . . ........ ................................A L; I . ____�t'100�1 ' � ..*.%,.,.,.,.,..I............ ..,.......;................ ...... I I . . * I I . I I \ :. .. ................... . IN -.-.-.-.-.-..._.-._._._ . ..... - I .. ....�..... 1. � I ' .. ............. I ... - I . i '69' .�j 4. . ........ .........�......................... . I . � <�� , � % 1-203. -*-'-'...:.,.,. ........ I . � . ...I......... '.." ;. . S204.56 . 11 _75 11 - I ^FS ' . '-%'-��, I ...........*.'.'I......*.'.%'.'.*.'.*.'''.,.,.,.,.,.,.,.,".,.,.*.*.,.,.,.,.* . � , . ......:!:................................... i :i ��___�.. j . ....... . ,TC I q . I "F- . \ .-< \ �� � I ilr-� 4 .'.'.* TC 203.68 'A ................................ I R ......�7...;;I.... . ; i . . il . \� . . ... . � I .I... 9.......... I . I I i i r "I I �� � -N- , . .. _,_ . ....... . . ., . �11 i - \_� - X. - ", , '-'-'8C-2W.1:18......:.�b'-'-' BC 203,18 ' .........*.%,*. �. '.'.'.*:,"�'ig"5'.'.'�'.'.'.'.'.'.'.'.'BC 203'.97'.'.'.'_ - I I I 1 1 . . I ..... .. ... ....................... r�A I . � I - . ................... .... .... - . I . .... , � ..................�...........I......... '�\ ; m 1. = 01 , t-11 I I I '\ .. ............ .....1... ........ . . ....../..-.-1'1*.%%,.*.-.-.-. I � r_RENEW�L DATE: 6/30/15 1 ....BC $ ............................. �.,d w ----,' . .V.'.*.'.'.'..... - . �- 4 1 %'.'.'.'.%-.'.-.......r................�.............. �. :1 � .'.*.'.'.'.I-'.'.'.'.*.'.'.'-'.'.'., ...............................b � I :-.**. I ............I.........I...................... ;i I ! i I 11 W I ; I I ...............I�...................... ......,."*.*.,.*.*J.*.,.,.,.*.,.*".,.,.,', I ................ . i <--. I _. . _L I ... I .. .............. %. . *... .................... I I I i : I � �, \ . . .................... ........... . . I . - ..................,-,.,."�'.'.'-'.'.'.'-"'.'.*.'.'-'-*-*.*-_*-'-'.'-'.'-'-'.'-'--'.*- - - ! / � I - ) A I . �' 05. FS 2 . ......I.... ............ .................... � ... . .. :*I* ,j �1- � I I / \ \ 04.0 . ...../. . . . . 4 I I � ! .� I . 11 i N . 4 ............ .*.%".*.%*...... PROJECT ........ .. ' . . I I I ......*,.,.....A...............-.-.-.-.-.-.-.,.-.-.-.-.-.-.-.--.%-.-.-.-.-.-.% 4 . 7== 1 I . - I 0. 11 - 4 .'.'.'.*.'.'.'-'.'.'.j..... ....... . i............ TITLE . A . ..... 4 - \ ....... ..... ... ............ ............ . . - I .......4.-------------.............................. I \ I I I ! . ............................:... .................1. I I ..... . ............i......................... , ..... r , ; I F 04. . ................ . .%. . L I I ; . .1 , \_ q , .................................. . . ................j........ 1 :1 ............I.................................. . - -1 0 ..............'........... ............... . ........ .*.................................... . I . / I L1\ it I \� \ , ............I.............. ... . .... .. - . I ! I . . -'. , 3 I .................'.- 4 q\ _�] 1, I I 1 1 "C__� . ............ ........... . �* ............................... I i. . ...... ......................... I , t. I...I... � - .......... I . I-__Ils ..... ..I'.*.*.*.%'.'..............7.................. - -4 \ ,��7-i, III z! :I li,=� 1 ( i ,i E I' I � .4 FS 2 5, Y4 � . . . ................. TIC 203 90 1 ........................"........................... . I 14, � � .....:.-.-.-.*-,-,.I...,-*...,.,-...................-...-...-.........�.............. - . - , -1 �=�j I 11 " FS 204. .. :*:�:�:�l�:�:�::::::::::::::::::: .............14............ I I ...... A I . ft N ... I � ! I ........... .-- I 1 C14 . . I � I . ...... 1( . .. 1: ................-........I..........................v................................... . , =1 __ I I- \ 204. . .,.,.%,.%%..I 1. ..................... 203:4 .' .......................1*-*-*_'-'_'-'_'.*:.*.*.* . ... � . I ............!..;... ..............,.,.,.,.,.,.*.. L�_L==5=! Lj%=L�� . -1 � � " .. ...... . C14 . .. !I 1 -AP'L I I � 1 V3 s . ....-1 . . � ... I" I I W� ,I I ........... .............,.,.",.,.,.,...................................... �! I I I . . . I � \j I , . - .,.,.,.,.,.,.,.,.,. . . ...............:... I I I I .. . ....... . ...........-'...�,.,-_-%,-,-%,.,.,_*_'_'.*-.-.-�-...............-...-.....-.-.- .� .� a I I � . FS 204.1 1 1 4 ' . :...... .............I............V � I .1.1, . I � ........:.....I............... . I-f I \1� � \ \\,,'A . . '.......,............ *........� . . . ............. CN I ............ ..�............................I I I /�_, -............"........, . 'I . . . : HR HR HR HR F",,. 11 � .. "�....***"' I I . 4,o- ...................-.....�...........,..-.....-........................'................ I � - - I - I I - 1, ) 'N ..�.........I.................... .-.-.-.-,. ......I.... . i� . -I I- �\ I ! ... ....... .... ........................ ...... ,*............ � . 11__�! __F_i1 jk " ,� ... 0 .... a I ......................*.,[,.,..-".,.*.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.*.,.,.,.,. - ... � 65f-- -1 - '�t FS 204.0 . . ........ ;.:4 j ::::::::::::.*.'. . . .. . I ,�, I i i! L / - T=--2!�v, I ,/ 1� \-,;:A\, . 11 1 S204.1 . ....... . L, I . . - - -1 L/' -1 I \ \ ff .�\ -:.:-�.:_�-:-:.�-:i:-::-:-:-:....... ........* ... I ..*. ..... . I � -1 i � t, 4 1 , , . . :-`�-:-:-i-.""'..."*.'.'-'.*.'.'.*.,.....,..",....,..,.,.*,.'.'.'- 1. - i I.. I L /;) r v ! it,� ,\ i I ,_�3 - .... .............................. I . .,.,. . ..............V.,.*.,.,.,.%.....�... ............... s ! I I f-. _j-_ - -_7 \ I \ ..Yrc .. . ........... � -4 I * F i:- ............ ... I I \�, I - __ I ,- __ " \ \ - .1 . ..201() . ....... ...................4............*. - 4 ,...,.,.,.,.,. ... i1b i -f . . ................'..... I ................... ................................. . � I . C 204.03� '-'-''-'$,'C-'.-7-.Q-�;40.-.-...'-'.-'-'.-' - .......................i............. . .,.,. ... I I ...........'..".'..,.,.,.,:,.,.,.,.,.,.'.'.'.'.'.*.'.*. , . i. I _r == 1 I i I. 1 1 1 . 0:::�%-'-'- . .... . - ; E I I I I . I [ I* . . . . � I 11 - 'L-i � . . - � .,.,.- I .....1...................................... I /1 . I it � I I I ! �I I 1__/ ,� ! <', . .. . . ....... ... I 0 1 4 .1 I : ! � -,; I . . .........-..................... ..... ........................... I __1 ..'.'.'-'.'.'.'.'.'.'.'./'.'.'.'.*.'.' -.':.'-' .*.,.,.%%*.*.....q I............ I I :1:.`,_:-"-:_�_:-:-:_A........*,,,,,,''.".".-.'-'.*....... 1 .. 1 1. 1 , " i I_/\1_J d -11 I ... 4. 203.53 ............ ......�...... ............I............. � .1* .4 A ...........;..................T-C.2PO4 � i I n7ii_� , � - ....... . .......... ............ - - � . >31 . ......................... ... �'I '.'.'. . -"\ I I / . � iL ,A . ............il.......I.......-.-.... . , I . . . I ------r_j I .... .. 19 . I ...... ...... ..........:... . .... i - / ........... �. .. . ......._...�...''m. .�.......... lk-.2 ;.6 . . 11 ---tt- . � . . :I . 4 A ............f.. . -6 ... . . Q� . � .....I.................... i . ........ .. . . . . 1�4 . :- .. . .1..........w...... . .. . . . ......... ............. j-'-'-*-*-'-*-'....7. 0-4 I � I . .,.,. I .> . ..............................................�................. A, * -----it . I .1 ii 11 I I .1 I \ .. .. . . ................ .......,_,............/ . . .*.,.,. ............ iiii� E_ ll . � .,.,. It.' ..,.,.,.,.%%*.........1-'-'-'-'.'-'-'-*-'.'."-'.*-'.'.*.'.'-'-'.'-'..- .. .. . ( �! . L7 I 11 , I j i I! i I I . . ��� ......... ............................/1-*-1.1-*.I.,.I.v.I.*.I ................ ................ I . to I I ..�.... - � t.�S 204'129 1 1 ; '. ... ..................... 4A. ....=.....*.'.1.*.*.'.'. , 10 6 20 1 . - � ............M.203.9 . . 9 11 i rv� ! I ______j I . . ....... .............'.... ...,.,.,.,.,.,.......,..................... ,.. ..,.*.,.,.*.,.*... . . 20 1 . .. .. . .,."..*.,.,.,�:-------:-1----...-..---." ...:.:. . ;. - FS 20- � . � .. ............. ..........*.,. I..4 ...........I........;/........... . V-, . I I .,.,. I . ................ ... .... _71 I I S 205!,1,00 , I .......... ........... ' .............lc��--.-.-.-.-.-.... . . 1� I . . .0 ... :: :12001. !!, I . ;� , � 4 ..,.,. .... '' * . . ................ .. .:. I . .................., ............. I I- ......... ......,,,.,.%.,.,. ,* ..................:-'-'- [TC 203.9 ......................... d . .....�.....�........ -11 .....I.... . .....:.:.:.: �-:%.-.. - -..-... ............t_....-.-.-.-.-.-.-.- -_ -_-11 1-4 . . , . I . !'FS 204. I . . -:-�-.:::: ::::::::::::::::::/: ;.-':. *, ' '' . F�. 05.L0 I , .�-:.:-:-:.::::�::::::� .:::: . .. j" � .�!�:�:......* It .. . ........�...��_ * 'A FS 20 1 1 i \�j I 11 S 204.4: �.- - 'I, : . ..... . .... .......... . k _� ... . . ..........14.00'................... I I I 1-i s _Z � '. ' . .... .. .,.,. BC 203.49 ....................,............ . ...... s - ........... . ..... .,. .......;,!�.../.................... ...I... . . I I .. . . .... ......11............ Dik-4Va.30 ' FS 204.37 1! . . . .. . . , . . ........... ......... . ........................,...�.................... I / I . . U . ,,�-FS 204.55 . . -1 I .1 4 -0 *:: .,.,....:.:���!l�-�-:-�.'-'-'.,..,..,..,.,.,..,..,.--- .... . ...._..I......... . � 1- . . . . 1. .. . . . . . . .. ,ii-..' ..:.:.:.:.:..... .... ...... ............ . . . ................ .. o . ............;............ � . .................. . . . I I . - . A . . . .s . . . . ............................. 204.08 ............;............ .. - . o -. !, . . . . 4 ..: .... .C.204.4---�............... .-.,.,.,. .... .. - ............m........... - 8 - I . .. .. " . -4 . , � � . . .. .. '204;'2 -'- '-' --11L'-*41 ' . ....... . .................. _ . I 1 :4 a 4 . . ....... ........ -j:::::-:::�TC'-2()4;'2 W -'-'-'-'-'-' - If . I....1......I....... . . . " , .... . ....... 19t ; � . - . - . . '.' � A . .. I...... ... BC 203.58 - I .,.. . "" . . . . �' 8 .,.,.T :::::::::�::::.* ........ / 1 1�6 1 . .. 3 , . � I """',*"""' ... ............:: `�TC 203. . � . _1:� � I . . � . .. 04. -�-+S 204-� 8, -' -' ---- ....._ ._. _:. : ... . ...... - �� .- I ,......%....... 11 _ _ *� .� .... ;14 . I C� ... .....1............... . . 1 4' .......... ...... �:::::::::::::::�:*:� � ..... I I . .............1-........ TC 203.86 . I I ' A- 4 A - 4 FS 204.3 ,����:f.���T�C���22*.�G4�.00:'-'- ' -' �............... ................1. .................. ..........'....... / � . . : . . ..:. . : ......... .......... FS 204.5 4 1 , . /F 204.88 'I . .0 � U 204.9 t L[> ,�4' 4. 1 :, � ...... S204.57 . . S11204.05 S204.20 . I r- f: --.... __.... . _ a � 00 .. - - - . . . . . . 4 . I - 4 �1 4 . . ' '.�W.203;64_:.-..-."-`-' - 293 - 9-'-'-'-'-'-'-'-%'-'-- . . 4 . . .. A - . .4 . .1�4- . . - ' . . .. M�l .. ............. ....... .... 'C_ . . ........................�........... -- N . ........ 4 .. .. I_L'4. . .4 .......I... ....... ......m.m-:-m-:`BC_,..Z0.3;.'K'' ,20171'. - d............ - - ...4* \�i: �.�7 BC 203. .. � -_______ . .,.w-.,," 204.12 -. � ........................ 1, I, A'� ........................ '. . . '' .........-1.... . .A . - S204.12 . '. .-. 4- .. . 4 4 . ........................... ... . . ......._.......... A . ......................... .... ........... ..... ...... . , ............. . ......... ..�... . . . . - .'.',_"'., " -- '-'-'-'-'--'--'-' -'-'-'-%'-'JQ-'2W � ' 1- ' ''''...*.... .......I....I............ / .................. !:-::::::�:::::::::::::::::::�:::::;'�:;�.-j-...:.1.Q.-2-Q4'-!6 11 '***................ I . . ...............4........ I ... - ...V.......... ...................................... ................... ..................... .. '!'�:-:`-:-'.Tt-1b4A. .... ...................... . . .. 7-:_�_:.:-:.:-:-:_:- ............:��I��-C.204A91.-.'.'�-�---.-.-.-. �,�Tcl 204.16 . ....1... .... .... ..... , ........*.............�:��,:::,::.(.*.,.::.,.*.\.�.:.�................ :::.:J ................ � . . . . ,. . ...,* .. . ..... : ... *&j ...... .....%.... BC 203.62 ..... .. BC 203',29* ..:.::.:.:�!N:::::::��::�'..,..,..,..,..,..,....,..,.,..,..,..,..,..,.*.. ... .. ...............:::�::�::,:�::::.::.. . I ......... . A ' .. . , ...... . . :-:-:::-.. . . .. .........��...............:.:.. .. :::::::::�� . % . .d :-,....... 20.4.09.....-.�.-.-....-.-.-,-.-,,,.. .... ..... :.:_,-:-:,-:-:_%,-m.�...... *, . EiK .'' + .. .. . . ...........%�.............. TC 204.4 .. . ... - . . .......... ............- +--'BQ'-ZG3i66'- T . ..... ]�q.�Q' ?':?...... .'.''TC20.4.0 -%.'.'.' / � .*.*�' . ....�.... I.......�.......... .. . .... . ......... ....I....C-204% . S204 ..... . .... . ... ......... .... :�`� � I . , I z .* . .. .. .. .... ............. .... .................. I . . . BIC 203.9 . : -.C204A7'--'-' ***' ..`�W �...r... . . . .249 ; S.C.Z.03 50 -.-.-.-. .......... . . _. ! � TQ'203'$Z'-%'-' -'-'-'-'-'-'-'-%'-'-. .,.,...T . S203.95 - ... ........ ... ......................... g .... " . ..............I. ", :.-..: BC203,7 . . . . . .................. '.'.'.'..'.'.'.-''.'.'.'.'.'.'TC-204.0 ---%',"-' ' . '08............20�..'.60..'.'.'.....-.�.....................'.......,.....-.............-. ............;................ i - 9 �- .- .. I .X................... _:.:.:_:.,.:_:.%:.:.Aq., p,p?_,.,_,.:S.C.:.Zq3-.68..... .7.'-----.-.'. - ' ............ .... .... .... - '-�-- -- - ........ / I I CA �0 I :-:-:-:-*.... .... ,*...*.....*...... :':':-:':':-:"-:"'�bC.203.<J.7.'.-'-----.----�::�::: � ". I ........................................ . . ........ BC.204 BC 203.66 4 ... 9 .......................... , * ........ ..... TC 203.91 4 - .!;�304.2. - ,�- '* TC 20033:27� ......................... . . ..............�_�....�...�.�BC ...........I..............q...... ................... r .. . BC-*203' TC 204.11 ................ ...�..............................I...................... .... 4 1 _ �:�:�:�,�:���:'-'.'-'-"-'-*-'-'-.-'-'-*-.-''.*.TC.'204... -.*.'." ......... ..... ......................�................ * ......I.............. I . ...... L . ........ ...............................�.....�...................... ......... .. "*..... . , . ................ ..... ''C-104'.4. '-'-'-'.'---'......'....... ......................................... BC 203.41 - .............,_....._..:-:k_:�d�......... . 204-'.31.:`-'-'.-"..'.-'.-*................... ..... . . ........................ 1 :�5 �-iiiiiiii ! ...�........ ....... ir- . ..I..- () 4 `M-204,0 '. -. V. BC 203.61 -'-'-'.'**%-*-'-'-'-'---'-"-'-'-*--.:.:.T �............................................I..................... 4A . BC 2 72'.'.'.�' .'-'-'.'-'.'-...... ...Ad 164;0: �� ! ..... .. / - ! . . . .::.:-'.�.:.'-'�---M. :: .. .-). -... ........... ............. ............. .. .. .........I.......-....,....... ..... .... .............*.*..:,�l.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.-*.'.'-*-'-'-'-*.'-'..'.'.--.-*.'.'.'.'*.'.'.'.'.'-'.'.'.'.'.'.'.*.'.'.'.'.'.'----- . - N 0 ! 00 � I ...1. . ...._............�........ .,. ...............................'�.'.:.:-:-)BC.:.20.3'84;.........,......,........................�...........�....................-.........�....I................................ ,, .. *... ..... .... .................. ..... .A.......t3'C-'203'8-1-'-'-'-'---'-''-'-'-'-'-'-'-'-'..... '* .....**..... ............ ..*................... ............... C 204.58 : ............I............... / ---- I . I ........ .... .................. **....*........................... ...... ............ ............ ..... .............. ......................................I....................................... . .... 1�.............. ............................................. I ............i.........-.-.-. - A ......I........... .. ...............�.....I...I............................................. I ........ ............... ....... .. . ....... ... .......... ... ..........'..............�,.... .............. .......... . ........._ .. - .... ....................... .... ................ ........... I ......... . - \ I .. _i* ....... .........�-BCIM'50-'--'-'�-:'.--- .................................. - ... .......... \:-:::�:�:� .....:" . ........*... .......: : �A . BC 204.08 ............�% . / I Eiiiii 4 .........I., ........ ........* * .................................... ........ - - , . I ... \.. ........I............ ............. .............. ..........;.............................................................. .......... .............. ...... ..�. ................................I. '�. .......I.... ..................................... ............i............ I ...............�................................... . . - . .......... - - . ....... . . . ......................�.......... ..................... ......... ................................................ . . / I I . ,* , .. .. .I..........�. ........... I............................ ................ ............. .... ......... .. .�.11. .... .. .............. ..................................... .............. ...... ........... ...*... ...................:.:.�..... ...,............................................................... - .--. .... . ..I..........j.,.*.,.,.*.,.,.*.*.*.*., / ......... ...........................................................I..................... .... *. .....�..--..'`_. . ........ ............ ............ 9 . ...............I...- . . ........... . . ,- - : � .. .._.................,.,.,.,.......... ... ........ . . . ..... .. '� .................*. ... .......................... .. ............ ........... ........... . -!i 0 '. . ........................-....._-.., ... . ..............,.....�............-......'' ""�.: -- - '' ....... ... ,,,, .................'.......... ............... .7$-�-�'-'-'-*-': --.-tit-�64, ..,.,.,.,.,.,.*...... 1 4.4 . .... ..................... ..... .. .................................�................ .. .. . .. � ........ ...... ' :.�: ..................-................ .............:............ ............... " . '14:......................................m ......................... / 00 *... . .............. ............................................ ........ ... .. , -18:-_-%%%%%% . - d�64,'� . <. .......................... ........ .204. . : -:.,.,.*-".:.,..,.:.,,'':, ,,".",* . ..,. -'---'--.-----BC-��j.61.'..TC.204. ......... . 2.0, . ( I I r 1' ... ................ . .... .. TC-20;9 .,.::,.: '-�.::,:.�......................................_................%,.,.*.,.,.' ...:... , '' * . ....................... ......... ................. .................... ......................... .... . I I. . . .. ........��........ . .:.*. � .......:.:-�-:-_:-:-:-,-%:_�54Z.203'25-"-�'�"':':':'�:bC.203.'76'..'.-.'......,.,,-,.,...�.,.,..,.,.-.-.-..''-,.,.,�.�,.>-,.�,.,,-.*.-.�....'..........-.-...-...-........-...........-.........-...-.-.-...........-%%..._..-..-._...._-_._---_-_._-.--------- _........... ,, . . ............. .....I. �............................... . .. ...''....................... ..I......t. ...�.............I..............�............I............. . .........'... .�-:-%*:�K"%%%%%**'**....... .... ' - - .. ............. B.C.2 3�4 -.-2Q4.;04:...,.,.-.-.-.-BC-203'.60-.-.-.-.-.-.-- --TC-203-9 ....... ......... .......... .......I......�........... � ........................,........................ N . ...�' _.............. .,. ..'... ...........TC . \ 0 . .�.. .......TC-294X .'-'-'.'.'.�.:.'.:.'.'.:.gC�:.101..64..�.'.-.'..-'.-.,.'..-.-..-..-........-�---.............-...-'.'.'.'.'.'.'-'-'.'.'.-.'-.---- ..._'.'._..'-.'-.%.'--.--.-'.--'- .'. 0 s. ... .... .. .. ........._.. �........... ........... .........�. .... .�--- . . ....... ...... ............�......_ .. ... �... "*.. .. .. .. ........................� / r- .. - . . ....�............� .. .�..................I............. ...........................�.................... .. ..... ............ .. ........._ ............ ......... , , *.........*.................*....*....... 4 .......I...I.,...... ...1: .BC203,.59,.,-*-,-,-,-,.,---- .................. ...... .. ..................... ........ .......................................................... . . ........................",...........�........... I . * - . '' i"'.'. . .......... .... ........ .... .s..'.......................... ......6,C. . ........... - '.'.''BC'203AZ-.%.'.'. ............ ...........I............. .... 'b%'-*-.-.-.I.,.-.-......:....--,._,��.__ -�-X-204-�'O�--:':�'�.�'%"""*.*::::::�::�.,..".,.,-,.,.,-,-..,-,.,.,.,.,.,.,.,-,-�'-'-'-'-'�'-'-'.-'.-'.-'-'-..-.,-'-''-'-'-*-'-,",,, ............ I 1-11 11...11''..1.1........ _... ....�..........................................................tc-:26.3--a .,�I I...I......:..... .203.54 .-:.-..-.t.'d:-�b4.i ..... ..... ....... . . ..... . � I A,. : , ;` . .1111111111111111.111, , ...�...�...�..._11...I I 0%.1"."'�:,�'.1, :�' ....... ....... ..... . .. .....L;Li-.-...-.-.-.-.-.-.-.-, k4r) . 1:� :_-, :1... 0 : . I .. .........�..........t"111 11*111,111, .1.1.1.1.1.1.1.1.1.1.1.......6....................................................... I. . . . ................11.1....1-1 .11,I'--1M%'-%%%'1%*1--.'-'-'.%%%......... . ......I.......I..... ... , ,11 ,.,_:�-%'-',',%','-%',,',',','5C-'2Q3%5. "'.I I....11.1'.. .. . I / a. ....t�.........11...............I............... ; _1111.1...11...I...._......... _ _1-_ - -......... .. ... .11-11.......... ..............I I . .I......I-.... .... ,:_.. ....................r:!.....I..... W.. .....I....... , ....... ......:,:� .. -:+-. . ...1:.....j...I.....,......., � . .. ....................... ..... �_,.* ............. . . .... ___7_17_:__ +` ': .......... ......�. - ------- - _____ - ___.____. ' ... - . .......................* . ...:, - -------- -- ...... �.......�... � . .. . . ..... .... ....... ............ .... ........ ... ........ ..................... ---:.. .... .....................-- - .. ........%........................................ :...��........�.................I..................... ...: .39 .....�...... 0 ,�, -.,..-..,..,.,BC�203-.49'.'.�.-.'.'.'.'.'.'.'.'.- ...... ,�,, ,,%I.-."...1.1.I I 1.II...... ........ ........ I ..........�........... .�_._.... .............. *.......... . ........,.......................I...............................�....�..,.1.�I.............. .Zoa :�:.�_".`.'-' '"I"I"I", .1 , , .......... . ...... . '": . ..... ...... . .................... T . __ .�-:-:17--��----------- .- ..... . . . � ...�.. ............ : . t� O.C. . :.:.- .��._ .."I.,....".""�...... "- _."i '-4. ....................I. .................... . . ... . .....�-:,�� ............ 14_�� . - ..*.,_,.*.%,......%........ ..". ...,..-I- . � / I I zoi I .... . TC 203.9 ................�..............................�...................................�.. ............ . ...............................................:................. .... .....I.....................��N-.-.-.-.I-.---.----------'-'-'-'-'-'-'-'-'-'-'--%jC-: ...,.......%.�I.... I........................................... ..... ........... ... .... ............ ....I ,w ........... ............ � � . - ..................�..............................:.:..�.M.......................................,...................�............................ .............................. ............... ...4........................... ... ............... ..:764.......................*:.I.,:.l.'....�� ....................�............... , ........................ � 1 �2 . � .. �; ... ....................I......,.,.,.,.,...._. ........... . I-C........ ......... _.................................... ............................. ................... ... .........*.''.*.'.'.'.'.*..*.'.'.'.'.'.'.'.'.'.'.'.'.*.'.'.*.'.'.'.'.'.'.*.'�......................................... .r,- ......._.. ............ . ............t............ I I . I ....I... TC -.......�....... ...... ................ � .. : 11 BC 203.4 .................W.-........................ ........... . - ... ....... ... ..... ..... . .... . ...... . ..... . .... 1 .......... '�g I z = .1.. ...................................................�.I.......................................................-........,.............,.................................,..........-.......'.................................'.._.............................,.............................................................�....�. BC20334.-*.......� .............................�.................. .. :04:0c/ ................. ..... .... .. I �D , I . � ....... ....... ...�... ........ ............................TQ-20173'-'-%�.....�1.�I .....................................'I ....I.... . _� ...... ....:......................I A..........I......... BC 203.59 . ..................... . . A .....I.............�..................... ................ ...........M..�........................................ ...... ........................... . . I I I I . %� ........................................,......................,......�...........................:.........-,-.....-.....--.-...-.......-......-...-....',.�..-...�...........�,-...-.-...-,................,....,-.....-.----..--..---- ------------...------.......-...........-.............-...-...-...-......-...-.-.-..,.-.........................-................ ....... '.'.V.'.'.*.'.,.,.,.,.,.*.,., .%,.*.*.%,.*......1......... I I / .......I............................................... ..........�............................................ ..�........ �...... ....... ' � . � I V) E-i = 2 r:� I :. ...............� . �.......................................... ....�...BC-'202'-23-'-'-'-_-'--'_*_'_'-'-'. .......................................I....... ......I I I I'-"-'- ...I.........I............%........................ . . ...I............I..................... ... ....�.................�........ ...........................�...................................... ..........................................................................!............................................. ..*.. ..... .. . w -1-. I . . ,/ .......................... .............................................................._..�............. . .............. .....�........�... .. ..............�.........................._ .......................... ..................�.........................I........�............. TC 204A . ..............�............. I E_ . . - 4 � ..........................................................�...... ....................................�.....�.......................I.............I.........a............................................................. - BC TIC 204.5 1 I.,...........ir............. ;�o � . . .' !*"**........................ . .t - BC 204.08 .4 ......................-�---------.....'.... I I = . �_Jl i � � I . ................... ... ... ... .... ........I.... .�. - - 203.65 .............................. . I I I -1 ! . . 4* 0''' Z ,_� 4: ., � TC 203.71ZI TC 203.84Z'/ TC 203.8 TC 203.9 TIC 204.4 1-. . .. `..,.,.,......:...*.'.*.*.*v*-'-'.*.'.'.'.'.'...... I I . __4 W .'i ! . . . . I I I . ........ ....... ............... I . . BC 203.95 . .. . . .........,.............t*.,.,.,.*.,.,.,.,.,.,.I.I.I.I.I.. r- I I .(. . I _\TC 203.99 . . ............................ . I I . > = U I . '.4. 'A * I 0 � I � � 1 i-4 00 I . A I _\__TC_.2Q4 09 \TC 203.80 BC 203.21 BC 203.34 BC 203.38 BC 203.43 90 oi!��_�1!2 �� - - A - , .- ' %,.*.'.'.I I I I**I I**I I*I I*I* I I � . , . . I illillilll:!Ill�l�1!11 -7-i ' - N!mmm . . - 17 . 'd. . -. .. .. . ,.,.,.,.,.*.,.%.........,........................................%*.%,.,.,. I � ; -,.I. I -4 BC 203.55 BC 20M9 C 203.30 � BC 203.49 7 - .A 'A.- 7. = . 4 . - I I I I . ;� � ' ' ,d: .Aj - . - . . . . � 0 Ij -t-' A .. . . - . �---- � . __�� %,,-�? -,,-.-:.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.�.-.-.-.-.-.-.-.-.-.-.-.-.-.,.,.*.*.,........ . �: § � I � �f- __ I . . I 4 . .. is . . I. . I . . - I I . ........................,.,.........,.:-:.:-:-:.:-:_i . .. I I I I � -4 C/1 111 ... 4 . ..,.*........ .:-.,-,.,.,-,-,.,.,.*.'.*-*.*.*.*.*.*.'.*.*- I . I �� -- * 7 7 . Ill . . � ,.�, A 1 �$ � . .. . __� , .. . . 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SHEET TITLE: . . � . . . I \ . I—............... .................. ...... ..%. ... ...... 0 ) I I . 'N . . 4, ........ ......*,*"*'.'.'.-----.*................I. ..........!�..!.............................................. ..... ...........................14. a . - i - - - - .SPOT ELEV. > > � T., t I / I � ..*.,.*.,.*.*.*..................................................................................................................................................,.*.*.,.Czl.,.,.*.*.,.,.,.,.,.*.".................................................................... - I 0 0 . ... I . .. ...............................I.,............................................ ......Q..4..-.4................... �-"-`�...... - � - �.:.:�..............,.,.*.'.*.'��1........... 1- I .,,� \ .............................................................................:.:.:..:,�� .�..............*.I W � I '. 25 .,-.-.-...........,.....,..................................................................................-........__ IT . I Ln ILZ I ,.%'.. z z j � ................ . . .... . 0+00 '............... OH � . Eg , / . \ \ .W .................................................................................:,..:........ 7%%,....*. ..... (D . PLAN .*... I c1r) M. . . ., ................................................................................................................% .- :_�_----..............] ------__ I -I 1.0 . 1 . i I / \ \ :� ....;.,.,.,.*.*........................................... I* ................ Oil i . ........ ............ ......� LLI ---�*j I .................. ..... .-�-* I I � I 0 �! I I . �.............I................................................:.:.;. I* _____1 . L . � 4 . ...,.,.*.*.,.*................................................. . ROSS STREET I \ \ . .............................................................................. I ; .. CD ........ I .-.:,;.: 0 W_ .- ,-A I A I .. . ..,.*.*.,.*............................I.......... ....... - w W- W---r- W- W 0H_ 9 �- j �- . .......................................................................,.'......... ..., . W_ W_ . - T DRAWN BY, SHEET: . = \ \ . _.. ..,..,. w 0 1 ..........I..........................................*.,.,.*....:.,.:., . - W_W_ vv- W_ -W_ W_ � I JDJ .. . L \.,.,.*.*.*.,.,.*.,.*.,.*.*.,.............................,.........-"...;,� -----� n. . I I I I I I I I I m \ \ ............... _ . __viv I I I I I C:� � I - � - � I I . PROJECT#: I -i �i . 1403 1. . Cn w . . I I . 2. 1 F_ I I F_ , . I Cn . I . I � I Aq � . I - � . . . I . ---a I I . � I iI I . � . . . � i - . . . I . � I . . . I . , � * - - , * -, ' LCIEK���F�i .1 r,-----------r,-----------rN____.L_ ____" ,7f!n_"7 -� " .1 - - 't ri � T I q* I m;zi.i U2 I i .-T- -_.-.--*-H. .. ** ***' , r�i * "" * , I !V I , >��� .."..." , I I \ II . I . I � . . . � � . � . . � I I I . I � � � I I . I . . - I . . � . - I I I - . I � I I . . . M .-+ � M M c i° 00 6- 0 !aCl ra M � CsaW 216 216 HIGH POINT ELEV = 203.69 HIGH POINT ELEV = 20. .68 HIGH POINT ffLEV = 203.08 HIGH POINT STA = 4+60.00 LOW POINT ELEV = 203.234 HIGH POINT STA = 6+70.00 LOW POI T ELEV = 20 .738 LOW POINT E = 202.688 PVT A = 4+60.0 LOW POINT STA = 5+70.00 PVI A = 6+70.0 LOW POINT E = 202,740 O HIGH POINT A = 1+50.00 = LOW POI T STA = 0+7).00 PVI STA 1+5.0.06 LOW POINT S A = 2+40.00 PVI LEV = 203.75 PVI STA 5+70.00 PVT ELEV = 203.70 LOW POINTS A 8+69.29 210 O PVT LEV = 202.70 PVI ELEV = 202.65 = 50.00' A.D. = 1.00% = 20.00 PVI ELEV = 202.70 210 D A.D. = 1.00% 4 O A. = 1.00% K = 0.00 A.D. = 1.00% K = 6.00 A.D. 1.05% z 30.00 K = 0.00 50.001VC 26. 'VC 20.00,VC K = 8.57LU 0- to t- - 2 , 'VC =u '1 OZ 0.00 930. C 3p. VC O in so ~ tot m F- ri o 0 ui i0 Ln tp O O�, p+o 0 tD If O 0 0 0 QLA Otn O O MM Goiri l�N triN %0(n Ot'i p G 0 co N o 0 o ci o 0 m O P OPOSED GRADE +0 +0 Ln Go +0 +0 co as `0 M M N N n + L+ff + (` LA 00 ty +0 +O N N Lt}N (n LU tow L NTERLINE1 N L T N N LLJ tl�W +O O C!1 W + + N *-i N +o + -. N 0 N + ' O CIo N 00 C4 N (n w to W N N N m m W W U V. U V m m W (n LL (n tLl 0 vi w V V U v vi w -- >> > 204 , 204 w w -p.SO°Ga . 0.50% -0.50% m m w L� 0:55% w wpcn G, fco m w 0.50% ---- --- � -0.5 % 0.50% -0.50% Cqd EXTG G DE @ O CENTER NE LU z PJ-4 EXT GRADE 12' a EXT GRADE 12' RT o uu oa to 198 � � " 19800 � c N q LOOP ROAD oil C> 1" ORIZ = 30 ' 1" ERT = 3 M � O in 192 192 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60. 7+20 7+80 8+40 9+00 9+60 216 216 REVISIONS: i UGH POINT 1 IGH POINT STA.= 12+00.0 HIGH POINT ELEV = 203.99 PVI STA = 12+00.00 HIGH POINT STA 1+36.06 H GH POINT E V = 203.46rHIGH POINT LEV = 203.35 HIG POINT ELEV 203.35 PVI STA 1+40.00: HIGH POINT STA 10+15.79 LOW POINT ELEV 202,966 PVT ELEV= 203,28 LO POINT ELEV 203.061 LOW'POI ELEV = 203.05 PVI ELEV = 204.06 IGH POINT A = 13+20.0 HIGH`POINT STA = 14+60.01 PVI STA = 10+15.00- LOW POINT STA = 1+29,93 A.D. = 1.Q0% LOW POINT STA 2+49.99 LOW POT STA = 13+ 9,99 A.D. _ -1.4910 K 0.01 PVI STA 13+20.00 VI STA = 14+ 0.00 0 PVI ELEV = 03.50 VI STA = 11+ 0.00 VI STA = 12+ 0.00 __ PVI A = 13+90.0 _ 210 K = 26.7 210 210 A.D. _ -105% VI ELEV = 2102.93 20. 'VC _ A.D. 1.00% _ = o'UJ A.D. _ -1.0( % 210 Q uu K = 2$ 1 A.D. = 0.9 !o A.D. = 1.0 o A. . - 1.00/n Q Q z K = Q.QO K = 20..0 O 40Ap VC K = 30.1 K.= 25,9 = 20.00 p a. 3Q,00 C vcr 26.p0'VC 20. 'VC 20.Op'VC 20,00'VC Q w a Q m 30.00'VC tx V O 0 O oc H o O o O ol Now 0 a Z m Ln o.r o PR SED GRAD a. Ufa PR �C' O m 0 0° d' £F �� It o ty Ci N CI o O o .M o O o c +o �b t i O h ,Q 0 0M OM o oon oM otn Z ,� +o 5 80P t0 > O M d; ui O o o N ..i N h Ch M ,-I cn lY1 ty"1 0 QO p co Ln M h M tt) LLJ N O N '"�N ,-t ty V4 O +M +ti �-1O O en C! 04D +M + ty! OQ. 09 +M +m O o N II + 00 00 +M +C+i ♦M + t+'l0 + 0 ♦M' +lh tt O d'O O tl. O'+ toW Nto CIN' O W *i N t(v-4(4 �a Q N cq 0 N .-t N ri ry t'rt 0 d"0 v-4 C4 ci ty [y O + M > �u V V II U C? U)V tV N tit {/1 tLl w N to W tow tJ)w w V U + 0 + w m m w LU + > V v m v V >> >�' >ca U >V >> v v c v >> >" .� I :1 Lt� 204 -p. n 204 0, 204 m m �in rn 204 .Op 9/o ©YER a ' WAMMMMMMMm - .p 0� RENEWAL DATE: 6130/15 -OSp° Q.5 /n -0.50 0.50 - .5p% 0.50% -pS 1 7��/ EXTG G DE @ EXTG GRADE 12' LT "' PROJECT TITLE: --- CENTS NE Y E-Y-Tr- GRADE 12' 11 PROPOSED RADE _ v roNi EXTG G DE 12' RT v G ., �_�^�" in N ... . OQ rn it oC tN E G GRADE 12' T t9 o Q 198 ECENTER1 INEXTG GRADE 198 198 o w Lep n n 198 LOOP, ROAD ENTRANCE ROAD a ,� - " HORIZ = 0' N w H 1 HO IZ = 30 1" VE = 3' " VERT = 3' b v o0 + 192 192 190+00 0+60 1+20 1+80 2+40 3+00 2 9+60 10+20 10+8.0 11+40 12+00 12+60 13+20 13+80 14+40 15+00 15+60 00w o z O C m N SHEET TITLE: U a STREET O PROFUM N *- H qRASHEET: C3 DATE: 7.11.14 4111PVC PERF DRAIN /-2+77.64 STM MH#D1 MATTHEW PARK" cn 00 3+39.25 STM MH#D2 LU 228.59LF 'ILA MANCHA (1033+60.90, 31.001) � ESTATES" (2+68.94, 8.271) 4 L 1 4) S=L1.88% 0 60" FLOW CONTROL MH 4 5 0 t= /_4" PVC12 6" PERF PIPE - 207LF 9 8 7 0 24.07LF 6" PERF PIPE - 12LF 1-FOOT BELOW 5 > NOTES: 1. BAFFLE WALL SHALL HAVE#4 BAR AT 12*SPACING EACH WAY. f-(4+62.38, 3.00-R) 6 S=6.00% BTM OF CHAMBER E 2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE- tr) z J DINT BETWEEN CONCRETE BAFFLE AND MANHOLE WALL SHALL BE WATERTIGHT. C'4 LU 450 BEND --zt -_ . I Q -2+81.43 STEEL CB #B1_ M-7 T TV L_ 0 -o- 3. UPPER FLOW ORIFICE SHALL BE ALUMINUM,ALUMINIZED STEEL OR GALVANIZED r 4. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT'.SHEAR GATE 4 'FRAME IS CLEAR OF 4 0. IS VISIBLE FROM THE TOP:CUMB-DOWN SPACE IS CLEAR OF RISER AND GATE, CURB (5+70.00, 0.00') z 4'* /T. 0 -PV TOR �2:JJ C -A _r - .. , .. '.% . S. MLLTt-ORIFICE ELBOWS SHALL BE PREINSTALLED TO INSURE LADDER CLEARANCE C A E 1 6. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT.OPENING 18 TO BE CUT ROUND AND SMOOTI-L NEOPRENE GASKET SHALL BE INSTALLED BETWEEN THE . ...... . re .............. ............ ....... -x ...... .................................................................. ...... ..................... -.:::::: :.'., , ORIFICE PLATE AND CONCRETE BAFFLE TO PROVIDE A WATERTIGHT SEAL ............. .............. ....................................................... .............................................. ... �2..'+,6439 45c' BEND 7.7 .............................:::::: : : :'--:'---:4: ....:., %7.1. �4 LU ................. .......... . ............. . .......... ........... .........1............ 0 7. SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCROANCE WITH ASTM 0 26M AND ASTM 8 275,DESMINATION ............................................................................. ........ .............. .............................. .......................................... .......................... ......./. ......... ............. ..................... .............. ............ .. ...... ..... ........... .... ... . .. ............ ..... Z932A OR CAST IRON IN ACCORDANCE WITHASTM A 48,CLASS 30B.LIFT HANDLE MAY BE SOLID ROD OR HOLLOW 450 BEND ....................... ........... .......... ... ...... ........................ S COUPON ...................I........... ...... j i44*6_48, 7.161) SS ........ Baffle Wag ...... .. ..................... TUBING WITH ADJUSTABLE HOOK AS REQUIRED.NEOPRENE RUBBER GASKET RERQUIRED BETWEEN RISER .........* .:..: . .. ..................... 1 2, 1.491) ................................................................................. .......................... .............. ........=. MOUNTING FLANGE AND GATE FLANGE.MATING SURFACES OF LID AND BODY SHALL BE MACHINED FOR PROPER FIT ................................................. ... ... ...........�.. Grouted ................... ..................... .................................. ................................................................ ....... .... .................. FLANGE MOUNTING BOLTS SHALL BE......13 LAMETER STAINLESS STEEL .......... ........ .......... Restroor Pis 8. SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT,STOP TAB .......... Orifice B&C to A OR SOME OTHER DEVISE. 2+20.75 STORMFILTER #D1 3 0 ... .. ....... .. ....... ...................... ............................... ................. k.* ..................................... ....... ..... 103,SEE DETAIL SHEET C8 ........... ............ 12" PVC'*""".'.'::::-'.".::'.'-'.'::STORMTECH SC-740 CHAMBERS" .......... ....... . .... .. ........ ........... W �7 ...... ..... ....... 9. ALTERNATE SHEAR GATES DESIGNS AREACCEPTABLE,IF MATERIAL SPECIFICATIONS ARE MET-AND FLANGE �.?.95.STM CO#B2...... SOLT PATTERN MATCHES. ....... .... ..................-(2+61 74, 0.32'R) 8" PVC' 4�'97.52, 6.001) 10. MANHOLE CERTIFICATION REQUIRED FOR TRAFFIC LOADING. ......... ELBOW DETAIL 'LJ ................. PVC ..................................... .......................................................................... -(3+74.11, 40.53-R) .....OF., V�VYE & ....................................................... It FTI .................................................................. ......... A ... . ........ ....... ........... 1...T.7.1..... ......... +65.38, .............. ................... (2+52.42, 0.051) 1:21, PVC 45- BEND ................... ............I...... ..... ............... ............... 5 - FLOWCONTROL 450 BEND 0 -6.66;j . .. .............. 101, PVC (2+46.66, 6' PVC 611 PVC �5-t-97.52, 25.77'R) > .. ..... STRUCTURE TABLE Steel Plate oiam6tii U.1 0 0 2+14.35 11 1/40 BEND':':(3+84.11, 50.5 (See Table) y t'Dia Hole For-Stainless F.L(Irij- W4 STEEL CB #D2 STM CO#B3 GR=202.69 00M%*#_ (6+32.84, 6.061) F CJ) Steel Expamlion Bolt% 197.40 450 BEr% GR=204.40 EffWedmert F.L:(OlA ............... IE OUT 198.88 (6l' E) -ir IE OUT 199.99 (6" NE) 66 it I br i#fi 4 ......... ............ ...... . ....... . ........ PLAN 6" PVC BTM 199.99 Of Odfice BTM 196.88 "`2+54.49 10"X6" WYE 3 0 0 195.40 .. ...... (4+65.38, 55.7 Ob ... ........ J 5 35LF @ S=1.00% 7.00'R) il[� .=1 I SIR) 2 Dlame 10"X8" REDUCER RESTRICTOR PLATE, PVC 0 irv%- f < C_ -1-Typ. Orifi ce B Elevation .1 98.1.7.0 1. 450 BEND 2+41.17 10"X6" WYF- (3+57.24, 40.54-R) 1: 1(5+01.19, 6 5. YK) 22 1/20 BEND' Manhote Ring Ad Cow ... ...... R) ............... Locking Bniqs.flakdDRA;N" -8b 4 (3+84.1 ......... .... ............. .... (2+41.77, 5.09-R) 00,:% I LU evabon ................... .... ............ Oyerfim STM CO#D2 CB #D1 .. (6+55.40, 6.36 LOT 2 rq DI ineiter Of dilificie C(1h) STM CID C_ Elevation ........... 1.001, GR=204.50 1-�GR=204.20 :5 -11. 1 .1. ............ Im Overflow Elevation 206.'40 ...... Lift Hancile tIE OUT 200.19 (8" W) am Elevation Z _Shear Gale �_GR=204.50 IE IN 200.92 (6" E) IE IN 201.35 . . ..... ...... ..... .......... < S'ShearGate R 203.40 V4109 .. ............... ......................... 24" See Detail (15" S) ............ IE OUT 200.92 (6- VV) L IE OUT 201.35 (6" N)41- L,(4+75.38, 65.75'R) BTM 198.69 FT-11 Riiei Diameter(in:) ............... .. .... ...............I......... 4 (vvnUm,zPecftd) . .. . ..... ... ........................ ................ .... U) .. ... .......... ............ BTM 199.90 �-450 BEND -95.47LF @ S=4.21% IrgettOutpoe ........ 0 See Plan And Pffll�es Adiustable Lock ........................ BTM 201.35 .13+06.48 STM CO#Dl""' 100.00LF @ S=1.00% TM CO#B1........ ........... ... 11=4 F=11_ ...1. ..1. *.,:.,.*.-.,.,.,.,.,.,.,..'.%,:.,.,.,.,.,:..'.'.'.'.'.'. 0) ... .............. ................ t ....... ............................. Son� 42.74LF @ S=1.00% ................. ------ ... ... ....... F.L.IN F-L.OUT I*Rod Or TubiN +74.53, 7.001R) .......... 4 .85, 4.45 ) 103�1 (3+84.12, 70.36-R) (1+17.72, 137.81'R) ........... UV ...... STM CO#B -AREA DRAIN #D1 ..................... 0+49.97 STM MH #B1 .......... . #D2 .................. ...... .... ......... B3 t ........ .................. LIFT HANDLE DETAIL ........... GR=204.20 .........*.. . ..... ......... . . ....... GR=204.00 QWWA&A" GR=205.10 .(3+44.67, 2.001L), 1rolametwHole -IE IN 199.65 (6" W) ii 1+19.99 450 BENI.) ... ....... . 0 Restriclor Plate Off='W '(7+23.82, 4.44 ) 'zo... .... ................... .... 0 BTM = 199.51 IE OUT 203.75 (See Table Arid Detag) IE OUT 201.51 Wl N) (6" SW)- '� 1,2.12 450 �END IE OUT 199.65 (6" SE) SIDE (7+29.38, 10.00%) .......... ............ ------BTM 197.65 ................. -4 Db.- Ta� =BTM 201.75 ................................... ........ . ..... ............. .. ......... ....... ....... 0 'MAXIMUM OPENING ...... SECTION B-B ...... PVC ........... .811 PVC 8.11LF @ S=2.010 10.93LF @ S=2.00% 10/0 Lift Handle .... .. 41�___ AfthMerd OF GATE DETAIL - _7� __ ;� i 1, 0 , I 1 1; .. .............. ....... it' ........ ........ . ............ 31.64LF @ S=1.00% SECTION A-A ELEVATION (1+69.06 45.42'R)' (1+71.17, 51.55'R) FRONT SHEAR GATE 450 BEND 0+31.09 450 BEND-.... ... ..... FLOW CONTROL STRUCTURE DETAIL C-900 STM CO#D5 _/ <_Iz�:_�J_ NTS AS MANUFACTURED BY KENNEDY VALVE OR EQUAL -GR=205.32 (7+51.64, 0.97R) rt�-- - - - - (1+70.46, 20.09'K) ...... 450 BEND 12"X10" WYE7.,.%7 .,.7: Lr) IE IN 203 NE) 0 4 .53 (6' 20.001) ........... IE OUT 202.02 (6" S), 611 U ............. .4 :1011 PVC;-;.�� ... ....... ... .................... ........ OU L . .. ...: 12"XS" REDUCER . i:::I:: I " 3+98.90 10"X6 WYE 611 PVC '%LLBTM.= 202.02 6 ......1.4 8 PVC 6" PVC u S=1.00% 8"X6" REDUCER U (0+82 12, 7.00-R) .......................... ............ ......... -4 A ......... . ............... .... .. ....... ........ 4+15. 7 STEEL CB #D3- (7+66.40, 142.11'R) (1+67.50, 24.14IR) f ........ -0 -5 (0+70.00, 0.00 450 BEND AREA DRAIN #BBI ........... it (7+75.80, 97.12'R)................................................ .... ....... .......... ...... 6" PVC GR=204.00 4+07.01450 4. -1 GIN 8 ,?DUCE. ........... 4 ........ )IE OUT = 199.79 (6" E) 'U .LJ ............... ......... .... STM CO#BB2 7.00'R) %............... 6" PVC qf�BTM 197.79 two GR=204.20 ............. ........ .... ..... FL ........................ .... ...... ... .................. A---IE IN 199.27 (61' W) Ix :4 ...... ................... IL 811 ........................ __�3.53LF @ S=1.00% 14 1. .. . 1. . 11 .4 10 j+C 0 .. I - �! IE OUT = 199.27 (611 E)' .. . . ............. 12.67 45' BEN NTS %.... (7+76.43, 10:i.75 R)f�� .......... % ........................ 7 BTM 197.27 LU ........................ VIC 6" PVC L__ !7450 BEND (0+70.00, 3.00'R) ........ 13 - 0 100.00LF @ S=1.00% U)4" .. . . . ............. ...... 16.82-R) -R) 4' 1+00.00'ST 1C.4� STM CO#D4 (L+47.65, 24.60 (8+21.34,'6:§5, 1"I , ".-6:- 0 . . ........... tGR=204.73 AREA DRAIN #D3 0 P( IN 201.63 (6" E) -GR=204.3 06 '.4 ..........- (8+63.41, 96.94 R) .................................................. ....... ifIE OUT 202.12 (6" NE) .. .................. . ....................... ..............000 ................. ............ ... OUT 201.6-3 ku STM CO#BB4 4.' 00.12 ................................ .......... GR=202.94 BTM 201.63 ............... 1BTM 2 .................. .... ... ... 3.52LF @ S=1.00% .................... .................... .................... .......... .:-::.---:-j00.00LF@S=1.00% ------ .......... ..... .............. .............................. ........... ..... . ......... "' ' *:.......... ..................... ............................. W) ..... . ............ .................... ... ........................................................................... .................. ........ (6" W) IE IN 200.29 (1+24.29, 25.61111). A ......................... 29 (6" E) ............. ......... \,A(84�66.38, 128.3i' IE OUT 200. "%,:*""%"""%,:**"""",:":",""', , ;... . ... +41.76 10"Xit)" VVYE ...... St ure- (258) .......... ...... ...... . ...... .... STM CO#BB5 '4' ............ .................7: � 7, 1.39 ). BTM 200.29 . . ............ .. .4 -- '.*.*.,:.*.*:.,.*.,.,...-...::.- . . . .. .... - ........... ... .. ..................*""'*""""""'*"""""""GR=204.30 GR=204.40 ................0. .......... ............................... :::::(8+63.5 10OLF @ S=1.00% .......... ......... NOTES: ......... ................................ ........... ... 1. BAFFLE WALL SHALL HAVE 04 BAR AT 12"SPACING EACH WAY. - 4 REDUCER ........is T -E--.'. -.0 > ..M . C "A . ...... .... ... ............................ .... . . 4 OUT 202.50 (6" NE) _)�1IE IN 200.61 (6" W) '4 7- .................::. ... .. . . 9 2. PRECAST BAFFLE SHALL BE KEYED AND GROUTED IN PLACE- .................... PVC JOINT BETWEEN CONCRETE BAFFLE AND MANHOLE WALL SHALL BE WATERTIGHT. A7 BTM 200.50 1E) ........... IE OUT 200.61 (6 z .........I............. ...................... 3. UPPER FLOW ORIFICE SHALL BE ALUMINUMi ALUMINIZED STEEL OR GALVANIZED 4 ............................ .......... ......... STEEDL GALVANIZED STEEL SHALL HAVEREATMENT 1. z FRAME AN LADDER OR STEPS ARE TO BE OFFSET SO THAT:SHEAR GATE ........... 31.69LF @ S=1.00% H 1) .. .............. ."41+47.63 STEEL ...... 0 IS VISIBLE FROM THE TOP:CUMB-DOWN SPACE IS CLEAR OF RISER AND GATE;FRAME IS CLEAR OF CURB. S. MULTI�ORIFICE ELBOWS SHALL BE PREINSTALLIED TO INSURE LADDER CLEARANCE. :::-:::':-(14+74.72, 51.71 ..... .. :::(14+75.66, 110.39R):' ._:,:::(8+69.29, 0.00') ............. F .......... .................................:: 1 . i I:BTM 200.61 8 .58LF @ S=1.00% C ....... 7+27.64 STM CO#C6 .....::"':6+68.96 STM CO#C5"' 4. 0 1R) .................................................... ...... re S. RESTRICTOR PLATE ORIFICE AS SPECIFIED IN THE CONTRACT.OPENING 0 TO BE A .. .... ..* GV CUT ROUND AND SMOOTH.NEOPRENE GASKET SHALL BE INSTALLED BETWEEN THE . ....... -4 ORIFICE PLATE AND CONCRETE BAFFLE TO PROVIDE A WATERTIGHT SEAL .... ... +35.00, 122.76-R) j C -.4 � 4 7. SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCRDANCE WITH ASTM B 26M AND ASTM 8 275,DESIGNATION AREA DRAIN #BB2 Removable (8+55. 6, 7.84'R)- waterilijim Zg3ZA OR CAST IRON IN ACCORDANCE WITHASIM A 48,CLASS 30B.LIFT HANDLE MAY BE SOLID ROD OR HOLLOW . ..... Coupling Baffle Wall TUBING WITH ADJUSTABLE HOOK AS REQUIRED.NEOPRENE RUBBER CASKET RERQUIRED BETWEEN RISER GR=204.00 ............. .... .. 1 3�+O( C ............................. MOUNTING FLANGE AND GATE FLANGE.MATING SURFACES OF LID AND BODY SHALL BE MACHINED FOR PROPER FIT. FLANGE MOUNTING BOLTS SHALL BE-lOLAMETER STAINLESS STEEL . ......... a. SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED 13Y LIMITED HINGE MOVEMENT,STOP TA13 .....(14+74.31, 26.00'R) .... r-f] DVC PVC- IE OUT = 200. ....... 0 77 (6" E) 'A .............. 6l' PVC Restictor Plate With So BEND. ................ BTM 198.77 .. ........ ....... Ix A OR SOME OTHER DEVISE. .11 1 . ........ I ortlim a C % ............ 30 15 0 3G (When ............ 9. ALTERNATE SHEAR GATES DESIGNS AREACCEPTABLE,IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE ........ 32LF @ S=1.00% .: ..................... SOLT PATT IL .. ....... ERIN MATCHES. . ...... . ......... . ........ 10. MANHOLE CERTIFICATION REQUIRED FOR TRAFFIC LOADING. ...... ELBOW DETAIL .......... . . ....... 6 PVC A .......... ........... ................ . ....... ------ r -_ III _F� K\ ........... (12+18.63, 114.74-R) ........ ..................... 450 BEND ....... ............. AREA DRAIN #C1 Structure - (251) 0 (14+53.9 8, 6.00'R)---% (14+70.13, 96.18-R) \_(10+34.85, 41.78'R) STM CO#C7 Ull FLOW CONTROL GR=204.10 0 0 STRUCTURE TABLE > steel Plate ----Odfiww 6011 ..................... (See Table) Dia.Hole For 196.17 ttIE OUT 201.81 (6n NW) UT 201.65 (6" NW) -740 CHAMBERS IE OUT 200.52 (6" SW) t........... 204.00 3\- 5 GR=204.00 7> ..... ........... BTM 199.81 F steel Expansion SOFA .......... BTM 200.52, Le BTM = 199.65=-'40.66LF @ S=2.00% IrEmbdedment 102.28LF @ S=1.00% . ........ 811XF WYE I U. Lr @ S=2.00% > PLAN (13+89.58, 5.92R) HR .i.-(12+49.99, 0.00') 1 ryp. Number Of Orifice 3 . ........ ------ /-(10+75.36, 41.78-R) 4+55.60 STM MH #C3 Q- ............. 5+58.95 STM CO#C4- . ......... ........ .......... STEEL CB #C2 0 Orifice A Elevadon .............. ....... (13+20.98, 43.91' 4,\--22 1/20 BEND :(9+90 77, 1.871) (13+98.21, 6.00'R 1.60r' .... .. STM CO#C8 FLOW CONTROL M RESTRICTOR PLATE,ORIFICE"A" . . .... t GR�203.06 ..... ..... . Orifice B Ele -4 1-TyP. I U 5' FV*C. (11+24.93, 10.00'R) EE T 200.25 (6" S)l GR=204.00 Manhole Ring And COer Otiiiiiit&�Of Unfice 13 in. 450 BEND ill PVC ........ .... 'With Locking Bolls,Marked MRAIW ........ .... ... IE OUT = 200 96 Oil S) BTM 198.75 P ;0 4 A M 0,'erfib" ............. b IEi W i -Of b A t 6 1 BTM = 200.96 4.83LF @ S=1 00% Elevation...................... ......... <.............. C/) -Shear Gets .......... ... ........ Lift Handle 48.74LF @ S=1.00% _-f �:u Orifice C Elevation ..... .................... ...... Gat* *CSAW) (13+89.99, 0.00') ............... (11+29.93, 0.001) (11+2493, 0 00') M See Detail 24" .......... peatied) REVISIONS: 5 t:LL CB #C1 8"X6 WYE ..... fout*e 1. Relocated area drain STEEL CB #C3 4 81, P\ U 103 +OcGR=203.05 SEE DETAIL THIS SHEET (TYP.) .....1.1.1.1: Plan Arid Profiles .1ol- 00 With LO* .. ................................... 8"X6". REDUCER .......................... ........................ IE OUT = 200.93 (6" E) ............................ SCMN in MC courtyard & .......... nil. ........... ....... ...... F.L.IN Rod Or Tubing; �BTM = 199.43 ...... .. . . .... updated construction ... ........... ... .......I..,:...................,:.*.,.,:., ... -A -1.... 00 .................. .......... -x -::%IE OUT 199.59 (6" E) ... ...... ..... . ... . ...................... .......... 15.93LF @ S=1.00% ................. notes. 33 11/11 ` :*`%*" ,...*....,*............... ...... BTM = 198.09 ..... . ........ .......I ................... ..... ........... ........... E DETAIL ........ LIFT HANDL 5.00LF @ S=1.00% ........................ 12*Diameter Hole ....... ............. Restrictor Plate Onflee"A' .............. ..... ............... I .. ... STORM 10 ...........:::::.......... ................. 00 ............... .. ...... ......... ........................... PVC .:: ...... SIDE ................ ................................ ............ ........... .......... .. .................... 13+82.35, 4.90'R) ............... ................................................. .... ....... ........ 46 0 U.- T" ............... . .... -4 .......................... ..........I............ ............. ... .. . . ... .............................. ........ Lift Handle MAXIMUM OPENING .................. .... . .................... . .... . .......... .1oll PVC:,,,,,,,, I. ........... ...... ............................................. ..........1.- ........ ................ SECTION B-B .. .... ..... ........ ................ ........ PVC:*-'.".'*.".*'.'*.".".".'.*.'."*, ................. Attachent OF GATE DETAIL 450 BEND . 81, PVC... ....... f><__ 2+58.93 STM CO#C 8 PVC: I - t SECTION A-A ELEVATION A. .4 ... ---------- I vl1l e ............. 0+93.79, 1.041) FRONT (13+28.14, 4.83'L)--..-*' 10., PVC .......... F OW CONTROL STRUCTURE DETAIL SHEAR GATE 450 BEND 4+15.95 10"X6" WYE 2+90.89 10"X8" WYE-/ NTS AS MANUFACTURED BY KENNEDY VALVE OR EQUAL !(12+49.9 (11+03.25, 4.831) 9, 4.83 ) -(11+24.93, 4.831) nip ............. IN PPA -8" PVC-�J- --4-:-22 1/20 BEND Wit, TV 10"X8" REDUCER PPRm... ........................ Tv-Tv ... ........................................................................................... .......................... .................. PVC .10 ................... ...................... 1011 ......... 4+86.94 8"X6" G..................... __G .. .................... .. (13+20.98, 4.831) ........................... ................ .................................. .... .............................. an F ................ ..... ...:.*.*.'.'.*.,.,.,.*.*.,.'.*.*.,.1 5 3+58.96 STM CO#C2- 2+78.96 STORMFILTER #C ......... ....................... 1.1.1.*.*.,.*.,.,.,.,.,.,.,.1.1.1.1=1.*.,.,.*.,.*.,.,=.I=.,.,.,.,.,.*.,.,....................... ......... ... ...................... ........................ C3 .......... ...... 1.1.*.*.,.,.,.*.*.,.,.,.*.,.,.*.,.*.,.*.,.,.,.*.*.,.,.*.=.,.*.,.*.*.*.*.I.I.I�F�.,.,.*.,.*.,."I.................... .......... ......... r -4+58.96 STM CO#C3 (11+93.00, 4.831L) SEE DETAIL SHEET C8 .............. 0 1`1 L ................... In (12+93.00, 4.831) (11+13.00, 4.831) 0+00 ON ...................... ......... ............................................;.,;� ROSS TREET OH ........ ........... .......==......... ED ...................... W-----O- liN W__ W 011 14, ...................... W- W .......................................... W W 03 +( : ................ 4 YE 4. 4 FLOW CONTROL MANHOLE #D2 FRENEWAL DATE: 6/i�/! 7, NTS PROJECT TITLE: CLEAN FILL MATERIAL C14 CLASS "B" CLASS "All C4 STREET SECTION PER DETAIL SHEET C1 COMPACTED PER GEOTECHNICAL 1:_ ENGINEER'S RECOMMENDATIONS SURFACE RESTORATION TERIAL AS SPECIFIED OVER TRENCH TO ALLOW FOR SETTLEMENT 0 "I GRANULAR WELL-GRADED SOIL/ 1 4 AGGREGATE MIXTURES <35% FINES 1r NATIVE TOP SOIL BEGIN COMPACTION AFTER 12" OF Ln UJI IF TOP SOIL EXISTED MATERIAL OVER THE CHAMBERS 95% COMPACTION 9OX COMPACTION PRIOR TO EXCAVATION. IS REACHED. COMPACT ADDITIONAL FINISH GRADE WITHIN 48- OF LAYERS IN 6" MAX LIFTS TO A MIN. > SYRFACE V--2-UNDISTURBED 85% STANDARD PROCTOR DENSITY. U MECHANICAL PLUG ROLLER GROSS VEHICLE WEIGHT NOT 00 --2-UNDISTURBED __2 4 NAIVE t zr EARTH-P r-4 C�4 TO EXCEED 12,OOOLBS. DYNAMIC. 2"THICK CAST IRON GRATE MATERIAL-p BELOW 4WOF + EARTH FORCE NOT TO EXCEED 20,000 LBS. SU -4 RFACE HINGED LID FOR 1/2' WITH CONCRETE BASE FOR STREET CLEAN OUT ADS 601 NON-WOVEN GEOTEXTILE 00 AREAS ONLY. PVC ACCESS BOX (OR APPROVED EQUAL) ALL %0 ..4.-X _Cj TO BE USED IN "YARD" AREAS. DEPTH AROUND CLEAN CRUSHED ROCK 0 450 VARIES 0 8 ANGULAR STONE 00 C11 00 PIPE AND "OINTS TO CONFORM TO W CT CLEAN CRUSHED ANGULAR STONE A.S.T.M. SPE AFICATIONS. 01 O� I Izo 4 6 P, < 4 It 4 2"-3/4". NO COMPACTION REQUIRED > 1/8TH BEND z z 14 3le-0 CRUSHED a 4& 4 4 1/2 PIPE ROCK PIPE ZONE' O.D. PLUS 6* WYE Z 0 ANGULAR STONE 2"-3/4". PLATE OF L 0 T INSTALL 21" OF CLEAN CRUSHED MECHAN CAL PIPE AS SHOWN 00 PLUG IF END 0 0 *.%P 0 a COMPACT OR ROLL TO ACHIEVE A ON PLANS 0. 01 OF I INE 0 STATE APPROVED 45c 3/4"-0 bo o 0 0 95% STANDARD PROCTOR 0 109P0% 00 0 0 0 1/4" PLATE PIPE BEDDING 0 0 DENSITY 24"SQUARE CB- 0 0- %buo 0 0 0 in in V 8 0 0 BrrUMINUS COATED 00 0 0 0 0 PIPE BEDDING 0 CONCRETE SUPPORT BLOCK 8" CAST IRON "NO HUB" SEWER PIPE TRENCH STABILIZATION: SHEET TITLE: > > 1/2 PIPE O.D. PLUS 4- MIN. FOR PIPE SMALLER THAN 18- IF REQUIRED, TRENCH STABILIZATION 0 0 1/2 PIPE O.D. PLUS 6' MIN. FOR PIPE 18* AND LARGER SHALL BE SPECIFIED SEPERATELY NOTE: STORM SEWER z z AND PLACED PRIOR TO PLACEMENT COMPACT SUBGRADE TO 95% OF MAXIMUM. Cf) M CLEAN OUT CATCH BASIN OF BEDDING MATERIAL 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS DENSITY, STANDARD PROXY. PLAN 2. MINIMUM SEPARATION BETWEEN CHAMBER FOOTINGS 6-INCHES NTS NTS TRENCH. BACKFILL DETAILS DRAWN13Y: STORMTECH SC-740 DETAIL SHEET: NTS NTS PROJECrk 1403 C4 D DATE. 10.22.14 c*s (n 00 00 m° 216 216 216 216 CLASS' ' NATIVE BAC PILI. CLAS 'B' GRANUU R BACKFILL CLAS 'B' GRANUU R BACKFILL ova ^ ' 210 o: w 210 - c z W - w -%w vi Lj ao 3 Z. w N ...tt9 ua 210 - _ 3N .�-`n w u W 210 � � 2: Ln z ov z z 3 � Z z to x `-'� T z z cn= z Z ca w � ce c o m _ n CA)V : o V-4 p 000 .-+ tZD .- _% - %0 z - O o v N m �. Op .4 h 0% tn w � ...zn PROPOSED RADE � � � � �o �. F rn,4 N � N n h � _ • X �h �-4 11 (ri Q M c+)O1 � .-I M h t= h iT d'M O W tp to N fy p� LL _ tn tT M o--i O.-t OC C tV ti fcri O �? �"? PROPOSED G DE O N� � 0 a 4 I y rq II I- u _ rn ..., M as rn *•+ cn ri o �`� H.'•o O 'II t° it o }G-Ctn at Ln 1- .Q1 4�m%to, eftt+r!Qt, Uf t.. dS m ^ ^ �j It z it L tOn ,Z., Q 0, 11 a to II tp N N !1 tl t0 �, ..y O N Z, Q tt} M*•iCh r-� ,� I{ N r! W . _ En (n s W Llt !t �- ty rW itl OT 0 cn Q = w + `° N rn II t- EXI NG GRADE �' Ii �- II w w w + a:W W M (� II li tl 11 ? :u, It = nj Oj �` cV O O �+i C�rw•. iwr m tJ�" N Ei�r-� +-� .(1. O fp uQpY tt rZ.► Q tZi Q t 11 t Z Z z o ♦ z - ,-0 ,-� ,-i N �u Lu Uj to c i L Lu 4 o:u W �+ Ps U STM CO#C5 STM CO#C6 F- «., " O a �* O + 0 Q c in S MH #C C:O#C1 + w w EXISTIN G GRADE + «-� Ln Ln c t r,,� W t a N ,� �c M ,� n u .� 204 f Q tD d; �r h co#B1 cn o. . I' �N} 204 STM c0 c4 STM CO B2 0, 204 204 rn �' it u u 1.- z II �+ zzz , ... o oDO� " � � m --- t S M MH #B1 IL u 6 PVC 6" PVC � N o D 034- D3034 N v MA 8° PVC 100. 1LF 58.68LF r" Q" PVC 8" C __ 198 _ 198 � '� PVC 3034 D30 .4 99.99LF a 6.99LF 43. 1LF _ S=0.50%, 198 19$ 3034' c� u - -0.50°/x. . $ SO% OLF 011, PVC =0.50% u �+ 8" VC �� 10 PVC 343.4 6 PVC D3 34 8" PVC D 034 D3034 99.9 LF D3034 10" P G 10. OLF =0.50%0 3 D303 = u _ 47.831E ,, „. ,, S 0 0% - L00 Ln S=1.00% S=1.00°10 12 PVC C 00 7.93 2 1X30 12" --900 49.97LF S=O. % ST RMTECH 5 .16LF S=0.50% SC 40 CHAMBERS :. S=(1.50% 192 192 00 1 S= .0o%a 192 92o LO STO#2 LINE W - PRIVATE - STOW LINE `C" PRIVATE i 1" HORN'. = 30' l" HOR Z = 30' 1" VERT = 3` 1" VER = 3' 186 186 186 186 1+20 1+80 2+40 3+00 3+60 4+20 4+80 5+40 6+00 6+60 7+20 7+80 3+00 2+40 1+80 1+20 0+60 0+00 216 216 216 216 REVISIONS: 216 216 CLASS.B' GRANULAR ACKFILL CLA S:'B' GRAND R BACKFILL CLASS ' GRANULAR B CKFILL 210 _ 210 210 z o z 210 z u z PR r .-.a Q a C UJ wws � d• p z .. z N Z p.� PROPOSED DE W x M o z w G I E R .* ., PROPOSED GRADE iv. _' ` 0 E .-� �a 210 ,mo v _m 210 . hz = C;h a, 0 m m z rn �, cx mz W .-.= m .h cc.,., Nv -► Or•Ln ,: t.. -! o Q , Qo go "J" V �� ce Z s O W � N p� ,�-�' O .?"„ � I-• � C1 � to M O tV � W h z c z N.. a ,� Q EXISTING GRADE to N im Qa o N u m , ba N p n F- EXISTING G DE 0-4 p d N z tx D COX PROPOSED GRADE ...-� �- Q; Ic z z It w O r ttt tt �- + w W w h o w.: a z ��..F O T, Oz Ln YER F- ti ' o as cn M U.� � � m co to N '-' { .} w w + Q M W aiS Fm ri o+ .-+ Q rn + M s .-� d RENEWAL DATE: 6/30/15 �.- r-! �,r.� w o 4 Il- N '-� 204; won-mom204 2.04: �L04 U):N W CC } O N 8 t--" �„� II STM CO#D1 STEEL B #D3 0 0 w. E STING GRAD tt _ S ORMFILTER 1 immuntmemmPROJECT TITLE. o + z 3 " o ri.o --'' + T+ Owo +�. Q. 0 it u in v4 204 - 204 ___.. . STM CO#BB1 STEELCB#BBI O 8" PVC 6.?8LF 198 198 198 S:=1.00% 198 H a 3 .74LF 51.99LF 92.42LF wool= S 0.50% S=0.500/41 =0.50% Allow: N.b 198 198 ,, 10" PVC �, „ ; 1 PVC 10 PV L8, PVC 1 0340 6" PERF PIPE60.80LF3 - 51"X30" 207:47 C-740 CHAM ERS 12" PVC -�- .20L:F S=1.00° 41.76 5 7LF 1 .00L.F 1.00% S=1.00% S 1.00% S 0.00% STORMTEC S=0.00 0 06.47LF D3034 w SC740 CHA 'BERS =0.00/0 9'.2?LF STS► M LIN 'R�� - 0111VAT 92 _ 192 192 s=o,5o%a 192 H 6 PERF PIPE S=0.00% 1" HORIZ = 30' 61'.61LF S=0.25% C 1 � `� w 1" VE = 3' S=0.50a/a r. d 192 192 .. 0+00 0+60 1+20 1+80 ST RM LIN `D' RIV�4►T ST` Ll E 'D' ONT. PRIVA E 20, cn H � P4 1" H RIZ = 30`: 1" HORIZ 30' �' W a a 1" VET = 3" 1" VERT 3' c ry 186 186 186 186 3+00 3+60 4+20 4+80 5+40 6+00 0+00 0+60 1+20 1+80 2+40 3+00 3+60 4+20 O SHEET TITLE: STORM SEWER o p m o PROFII,ES H DRAWN sY: SHEET: JD7 W momcT#: f ✓✓ 1403 C 5 y �y DATE: i I r- ke) 1�0 00 cn 00 te) cn /--, C) m c) 0 .,Zr 03 _0 cf) va 9L4 Lu 11LA MANCHA ESTATES" o 12 10 9 (5+19.82, 8.00'R) 7 SAN CO#A5 6 5 ...... GR=203.61 uj _,_,,4IE IN = 195.92 (8" W) r FI FT1 A- 4" % 7.7.7. 77 1. .A 1,IE OUT = 195.92 (8" E); . I .. . .. .. -- A Cori 4L iO!1-46.�7 SAN CO#A1 ...... '4' 00.00LF @ S=2.00% ........ ....... (6+02.90, 37.161) ................... ................................. 7.7 81 PVC D3034. .. ........ --------- .................. PUBLIC IMPROVEMENTS ,.7.1.=-.�..-. .................. ...... lt�.......... ................................ ............................. .......................................... . ....:............ ............... ................................................................. ................................... .................... ................. otljmotwp I PON all ....... . .... 0 111 am ....I....... ................... ...... ....... .. ..I . ........................... ................... ......................................... ................. .................. PLANS 7.7. ....... ............. ................................................................................ ........................................... ................. .................................... 4..... ......... ... . ..... .......... . ................................................................. y ........ ......... ... ... ......... . 450 BEND ............ ........... .............. .......... ....... ...... ..................... ...... -c . ............. ................................ . .....811 PVC D3034 .................................. ........................... ......... .................. .................... ........... .......... ........................ ............... PVC D3034 ...... ........ .................... ......... ............ ............. ",...:,.., .4 .. .............. ........................... ................ ............................... ............................. .......................... .......................... ......... ........................... .......... 103 00 ................................... ... .... .. ... 8" PVC D30 .. r . . . .. . . . .4 . . . . ,. ............... ........ ..... ............................................... ..... ........ ............. . ........... . ......... .... ................ ..... . ...... . .................... ............................... .. ....... ----------- ...... Lu -311 PVC 0+50.98 8" WYE : ............................ ............. .................... ..... ...................... 8"X3" WYE ....... 5+03.66, 32.621) 7.7.7 . A - .............. ......... T IF D38 .. ................... ....................................... ............. ........... ....... .......................... `R) -(4+81.50, 21.31'R) 1 !(5+24.68, 21.84 0+63.24 450 BEN ............ ..... .......... ................. ..... SCHIER PRODUCTS #GB-20...*......... LLI .. .... SAN CO#A6 .............. (6+05.70, 20.521' ....... "GR 204.40 ------- GREASE TRAP A ............ ........... .... ........ NE) ...... ...... ................ ....... 1 it Ou I = 196.80 (8' R=204.50 ........ . ...... ----- ..... ....... ........ ............ ........... . ...... . ..... ... ............... ....... ��43 84LF @ S=2.00% --� -IE OUT = 204.15 (3" W) ........... 4 ................ ....... ..... ....... Y. 38.67LF @ S=19.60% .......... ...... .... .... 98.50, 21.97-R)l o L u BEND .. ... ........ ....................... ...... ........................ t... .......... ........... .......................... LOT 2 tIr ..................... .......... . .. ...................... ....... ................. .. ........ ..............:. . .... I ............... ........... . ....................... . .. ............. 1 N CO#A2� ........... ...... .... ............... ........... .......... +46.3.7 SA .............................. ............ .... ................ ... ............. .. ...............I........ (6+83.90, 9.36'R) ... ....................... .............. 4;, .. . .... ...... .4.. ......................... . .. ...... ............... 103 00 ....... ............. ............ .. . .................. ............ ....................... .............. ....... ................ . .............. ......... . .................. ........... ........... ............. .................... ...................... ... ... .......... ................................ ..... ............. 0 U .............. ............ ............ ..... .... .......................... .. .......... 00 Lr) .. ............. :4 17 ............ .. L ........... .......... ....... Tj ......F� ............................. d ........................ly, ...................... . ............................. ....... .. ......................... . .......................... . . ......... :u 216 216 ..... .....I........I................................. .............. ........................ .......... . .................. ....... .... . ..... . ........ ... A ...... .... .... 4 ..... ..... f ...... ....... ........... ..... ......... CLASS `B' GW,NULAR BACKFILL cm=. .... .. ...................... ................. ........... . .......... ........................................................... ............... .............. .................. .. ..... ..... ...................................................... .............,.... .. .. . ......... .......................................................................0 .... ....... SAN CO#A3 .................. 6" PVC D3034 .. ... .... ............... ................................... ............. . . ....................... 13 ........... ...... ........*...... ... .............................. (8+,Ib.4'7, 83.25'R) 1.551R) ......... ....... .................... ............................... !.*,�-*.:."*-.*.-*."�:�"..-,.i.*-".i�*.'i�i.'-*.i.,-.,�i'.-.,:.....",.....*..................:. .. ... .......................... ....... ......... ........... (8+09.73, 21.26'R) .................................................... .. ...... ........ SAN CO#A7 ... ...... .............. ...... ................................................. ...:. .. ............. ............. ......... .. ......... ............... ... ........ 4 .... .. .... .................... ............. -4' 0 --,&4" WYE . ..................................................... ....................I.......... ............. ........... .. ..... LU , 1 -T' , I az'�,,GR=204 77 ...... ........ .... . . ... ........ ...... .......... ................................................................. ................. . ............................ .. ..... z ............ ........................... ........ ............. IE OUT 197.87 (6" E) .................... ........ ............ . . ....................... .. ........................... U) . ... ..2+71.07 8"X611 WY 210� 4 ................... 10 q+(o ..................... ...... .................... 83.50LF S=2.00% . .......... UJ 210 Z 00 co z 00 .::::.-:(8+09.39, 0.23 ....... co ......... .Z. ........... .......... . ... .... . 4: J) ................ ......... ch cq co ......... 4 ...... 1(8+21.82, 83.42R ..... ................. .4 . �o -1 ...... Z Ln 00 m ......... ....... ............................................. uj OR (n 1,SAN CO#A8 t ... .... ... % -vu D3034 0�o N 00 v U) v 01, 4-4- i........ � . . ..- . 0 CR 00 cl ....... GR=204.40 ............... 4 ,-q N ................... Z 1,0 Z Ln (yi 0) M .......... �=�IIE 0 UT 202.65 (4" E).- ........................... ......... ,.*.,.,:.,.,.,.,.,., . 11 < ...................... ........... uj V) ji o ................................... ........... u ............................ 29.99LF @ S=2.00% 4: 1 =) N 0 + ......... a C14 �6 z PROPOSED GRADE Lu Lu ............................................................... ..............D3b34 Al PV(f 0 ............ .......... UJ EXISTING GRADE Lu W ..................... m :::,:, .. . . ................ cy m.... . ......*I*,* A ............. ..................... 0 .......... ................................... ......... ............. E3 (8+28.19, 65.601R) ...... SAN CO#A1 4" PVC D3034 J1 Lu rd C14 C� --i ............. ... ...... u ............ ................. . . . 22 1/20 BEND ...... SA CO#A4 SAN CO#A2 ................ ............. .......... .............. ................. ...................... .......... > SAN CD#A3 ...................... -R) ..... 204 13 (8+28.73, 55.37 204 E3. . . . ...... . .................... .............. ....... . ........ 00 ........................ ............. ..... . ..................... .......... ...................*'**... *'.'.'. -R`0-A- 7 - "**...-*- UTILITY VAULT 5106-GA-1500 30 15 0 30 . ......... ..ENTI ......... ................... ................. ....................... .......I................ .......................................... GR=204.06 ................................. ........ .... ................. .. ...... .................................................................. .................... 7 ............................................................. .......... . ................... .......... ......... IE IN 202.06 (4" W) ............................... --------------- 4'; 4' ........... 22 D 1/20 BE 4' IE OUT = 201.89 (4" E) ::(8+80.56, 10.101R) ...... BTM - 200.06 Lv v .4 10.25LF @ S=2.00% ............... ............ ................... . ......... . 4: 1 REVI 1( 37+0( ...... . .. ........... ..........T........... SIONS: ...................... ............... +29.31, 45.151, PVC*D3034 ...................... ......... 450 BEND ............ ...... IE 201.68 ...................... .................. ................ 4 32.77LF @ S=15.17% % 198 198 (8+90.80, 19.501R) 1L 1 ........... .... ................... ....... .. LI ..... ..................... V .... .........I............ ........ ......... ............ ... ......... .............. 4 ..... ..... ............ ................ .... ... .............. . ....... . ..... rT % .. ......... ................... ................ 4 .... ............. HR HR ............................ F L I , 11 - - I L8" PVC D3034 V1 \1_1L 11 2.24LF .... .......................... . .......... ............. 4 . .. .... ........................ S=:1.00% Lv v.- 8" PVC C3034 .................. ........ ........... ......... ....... 192 192 ...... ........ 100 .00LF S=1.00% 8" PVC 113034 8" PVC D3(3 ......... ...... 4 ....... OOLF ......................... ......................... 46.37LF ...................... .......................................... S=1,00% 103 4-0( ..................................... 1 1 . ...........................*,:"**":,*"":",*:",*,*":,,:"":,"*,::*,:""""",:*"",:*................ ...... S=1.00% .......... ........................................... ............... ........ ...............I.............. Y-E RIN ....................................................... ...... .......... ...................... .......... ...... ..................... .............. ...... ....... .......................... ...........I............ ..... ... ........................ RENEWAL DATE- 6/30/15 ...................... .... .............. .. . ..... ........................ LINE 'A' PRIVATE . ..... ....................... .......... ............... .... ... ..:. ... ...... . ......... ............ ................... ...................... .......................... . ....... .... PROJECT TITLE: .......... ................. ................. ............. ............... ........................... ...... :.*.,.'.,.'.'.,.'.,.,:al.,.,.,.,.,.,::.. . ... ........................................ ...... . .......... ..... ....... .............................................. .. . ........ ... ............ ......... .... .. .......... ......................... ............ ......... ........ .................... ..... ......I. ........ 1" HORIZ 3 ........................ ...................... ....................................... 0 ...... ..... ...... ........ . .......... ......... t I" VERT 3' .... .................... ........... CN ........... ........ 186 186 CIS ....... .. .. 3+60 3+00 2+40 1+80 1+20 0+60 0+00 ...... . ..... .......... ......... ...... ..... ...................... ... . .... T TV TV ....................... ........................... ..... ............................................ �,v ................ 'IV ........ . ;;................... .... ...... ................. .................... . ................... ...................... ...................... .... ..................... ............ tj- G .............................*..,:�E:-a ............................................................... .... . ....... .......................... .. ....0. ................ .............. c >1 .................. .......................................................... ..... .................. CD ............ . ......... .-4� ......... fill 0+00................. .............................. ............................. ........................... ..... .... ....... ROSS TREET W_ w 0 W_ w__ w _ w_ .............** 1 \NJ- W- W_ u J 039+(C A 4_ u A A 4 00 Z. C + 17� oo E-4 00 kn co� z �D u Z > SHEET TITLE: SANITARY 0 SEWER PLAN & PROFILE DRAWN BY: SHEET: DJ > PROJECT#: 1403 C 6 DATE: 7.11.14 �10 00 MATTf 04 en 00 Lu "LA MANCHA ESTATES" ..... tn 12 10 1 5 kn (=> 9 7 tn 5 6 E 7 4 r ul MATTHEW PARK ST EET cq 0 t cd :4..... 7! 4� w i7. ir- ij . ............................. .... .. ............... ............I......... .......... ....... ........ .......... ......... ... ........ .. ................................. ..... ..........I.............................................. ................ ...... ................................ ... ......::. :.*.*. _, .......... ... . ....... .............I........................... .......... ............................................................................................... ............................ ...................................................................... ------I----- ......... ............. ................................................................. .......... .................................... ...... ........................................... ... ........ ............................:... ....... ..... ......... ... %.................... I.. ., � ............ . ....... ............ ........ ........................ ............. ............. ................ . 'I ............................................................................... .. .4............................ ...... . . %1.1.1.711.7.1.1.1.=........................ ...... .......... ......... Ss- Ev .......................... ....................................... ....... ............................ .................. ................ .............. ............................................... .......................... . ...... ........................................ .... ...... ........................ ....................... ............................... .. ............ .... ..... ..... . ..... ..... ... . ........ ......... .... ............. .. .... .. .... PLUGGED TEE PLUGGED CROSS ............... .............. ---: 7 :.......... ........................... .... ..................................... ......... PLUG OR CAP ........................ . ....... . ..... ....... ... ... . ......... ... ... . ....... ......... ................. ..................................... ...................... BEND I......... .............I.......................... .... ..........4.7;1.1.1.*.,.*.,.*.,.,.,.,.*."**,*1 ............. ........ ..... A9F........................................................... ......... .............. ........ . ...... ..... .................................. . ...... ......... ................ ...... . ......... ......... ................ ...........I............ ....... .7 .... ................ .... w 4. 1 . . .......... ........................ ................ ............. ................ .......... ......... .......... .......... ......... ............. ..................................... ....................... 0 - -�%� .............. .... 1034- 00 ...... .......... ................ ............ A ......... ............ .......% . ....... ....... ................ ...... .......:..`*`*"**.'...'........,.,.,.,.*.,...,.*................. ....... ........ .... .. . ................. . ............... ....... . ............. ........ ...... . ........... . . ............................... Ova ........... V .. ........ ....... . . ......... . ........ ... .................. ....... ........... .......... .......... ...... ........ .......... ........ .......... .... ......... ............. .....-.-..,..... ........... -..:........................................ . .. .............. ......................... V ........................ .....I.................. ...... ....... . .4 .... ................... ...................... Jill tv ... ...... .......................................................................... ............ �4 --------- --- ---- ........... .......................... ............ ......... ... it A - ................... ..... ................ Lu ...............A. A ............I..... 4 ...... ............ LATERAL PLUGGED CROSS TEE ............ ......% ............ ...... ................. t iv,�1! ... ......\ I--- - ., V.7. ...... ......................... 4 ....... ......................... �7_ V.l.".. CONCRETE THRUST BLOCK SCHEDULE x 71 .... ........ ...... (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) .... .................... L ... FITTING 90'BEND, TEE, OR 45* 22 1/T 11 1/4 . ........................ ......... .... W......... ......................... SIZE (INCHES) PLUGGED CROSS BEND BEND BEND 7.7. F_ ..... .............I.......... ....... ...............I.,...... ........ 7.% C105 ...... ........................... zt 4 ............. LOT 2 4 01.9 01.3 ... ............ ...... ...... ...... L ........ .................. ........ it 01.3 .... .. r. 6 04.0 02.1 ........... ............ t ....... ..................... ................. ....... ......... ........ A t_/ V: 8 07.1 03.9 02.0 01.3 ............... it �Tw;_ ......... . 4 ................ .......... ........ ...... ... 08.8 04.5 02.3 -4 ....... ........... ..... ... ............ ...... __j ............ 12 16.0 ........... ........................ . It.......... ........ ......... ... ........ ... ....... 16 28.4 15.5 4. .... .......... 08.0 04.0 .....................: ........................... .... ....................I.......... ....... .... ......... .................. .......... ... . . .. ............................. ............. .................. .................... . .......................... 1031100 ...................... ....... ........... ....... ............ ........... .................. ...... ................. ............ ......... f7 U, .......... ..... ....... 1 1 .....:.. .... ................. ........... ... . ............ fl : 1. 1 i ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ...........j...... .......................:... ............. ................. ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO ........... .... ... . ... t.................. ...................... .. . ....... .............................. ..... .........................:- . ............................ ........ .................... ....................... ... ......... ...... .... ..... ..... ............. ...... . ........ ................ ... ..........4...... .... COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING .... ......... .............. ....... . .. . ..... ...... ....... 1\is .......... .... ..... ............ .. STESSES, USE THE FOLLOWING EQUATION ..... . ........ ............................ . . ............. . ............................. .... ............I.......... ........... ......................... .......... .... ................................ ............ ....... ..... ............ BEARING AREAS (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) t.............. .................. ............ ...... .................. ....... ............... ...... ............ ...... .............. ........... ... ............ . ... . .... ............. L NOTES: ........ ........... .. .......................... 0 ................... ......... ................. ................ ....I.......... ...... . ...................... .......... .......... . .. ... 1 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER ............. ............... . .......... . .. ............. 2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 ...... ........... ................. ........................ 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. ............... . ........................ L0 ...... .................. *:.,.-..:.-.-.i.. ..................... 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. ............ t.......... ..... ..... 0 ...................... 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON ............................ ........ ................. .... u ....... THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. . ...................... ......... ...... ... 6. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE, u .................. ....... ....... ........................ ............... ADJUST. IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING (8+04.38, 83.98-R) c�. ........................ ...................... .... ........................ ............ ...... STRESS(ES) STATED IN THE SPECIAL PROVISIONS. j . .......... ....... .. .................. ............................................ ................ .. .................. 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER ......... .......... ................................. .......... ............ ..... . .................. ............ ................ ...... ......... ... ......... ECONNECT TO FIRE (u ........................ .............. ............... ...................................I........................... ............. . .... ..f.. ... ..... . .......... ... . .................... SERVICE LINE FROM ............... BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF ............ .................................... ......... THRUST BLOCKS ARE IN SQUARE FEET. 4 ........................... ... ....................... . ..... ........ . %-.7'... .............. ................................. (8+02 30, 24.67'R)... . . I BUILDING. SEE ............................ ................ ........ L) ............... ........... ......................... .............. . ........ MARCHITECT'S PLANS. ..... .....I.............. ........ 450 BEN ........... ....... ...................... ........................................... ............................ .......... .:.*.,.,.*:.,.V.,.,.,.,".,.,.,.1.1.1.1:.,. D ........... .........I........ . . , ... : \- ........... -;%l.,.,:.,.,.,.. .1.7 .*.'.*.'.'.*-" .: --------- . . . APPROVED By.6 NO SCALE L ............... .................. ...... .................. ................. ....... ...... 4 CITY OF TlGARD ....................................... (8+16.31, 83.29'R) ...... .......... coo .......... ... ...............(8+17.62, 5.11-R) OREGON' AGUSTIN P. DUENAS, P.E. 10' ....... -,d ............ ................................... ................ ..................... . ........................ .... ..... .......... CONNECT TO WATER ......*......... .. ..............11.... ..: ..*.*, ,,,*,,*,,,,,,,,,,,,**,,", CAPITAL CONSTRUCTION AND DWG. NO. P..4 r4 ..... ........... ....... . ................. ....... ... ......... ................ -::450 BEND CITY ENGWEER. ........................... .....I.. ..... TRANSP RTATIONDWISON SERVICE FROM BUILDING.=j ..................... .......... ..... ....... ............. ...... ......... t3W S.W.HALL BLVD. . . . ............. . L)IF JbP BLOCK ..... .... ... ...... TIGAIM,OFWGON WM JULY 2009 0 SEE ARCHIT 560 00 Lr) ........ .... ....... .............. 13 LF* .......... T ECT'S ............ ..... ......... ....... APPROVAL DATE ...... .... .... PAM(503)684-7297 .......... ...... ..... ....... PLANS. 4" DIP 78 .......... ......... . ...... .................... IP - 30LF::"' .......... 4 ......................... ............................................ �7 ........... .......... . 06 ............ ..... ....... ...... .......... .............................. ....... ...................... . ........ \,j ......... .... ......... ......... .... ......... ....... ........... ... ....... ........ ...... . .................. ... ............ ..... ....:. .......... ............... .... .. (8+40.79, .46 ................ .......... ........ ......... .................. ........................ . ':701.......... ......... ... ........... ........... ...... ........... ....... . . . .. ... 450 BEND ........... ..... ................. . ...................................... ................................ 6" DIP -....... .......................................................... . ......... ........ ...................... ............... ....... ................... .............. ...... ................. ..............................I............... i . ,-, - CITY WATER DEPT STANDARDS PLUMBING CODE................ ...........I...... ............. .......... .. cn .......... ............................................................................................. :::: ............... .. ....... .................. . . ...........: . ...... .. .. .. ....... ................................ ........ .. ...... (8+41.40, 12.37'L),� '*.".'.'.'.' *.".".".".', . . ........... . . . ..... . .......... I u .............. .... ..... t.,, CITY APPROVED THRUST BLOCK ............................................... .. ..................... W DEVICE .................................................................. 450 BEND Iz- ................ ............I....................... .......................... ................... FLANGE COUPLING ................... :R GLAND .............................................................. I RETAINI .... ... ..............,............. ....................................................... I .. . %*.,::.".,:.,.*:.*.,.,.,:.,.,.".*.,:.*:�*.I. ..... ..... ADAPTOR ................. ............................. .... ............................. .................. ........................................................ ............. .. __j E3 ........................... .... . ......................... ........... ............. .... .. ............ ............................. ............ 12" MIN ........................ .............................. FLOW .......................... ...................... .... . ........ MEGA FLG FIRE DEPARTMENT . L . ......... .......................... .................... 7........... .... .......... 3: 1 3�+01[ ......... LL 6" OPTIONAL AT THIS MIN LOCATION ............... 24 7 0� " MIN IF ............ .............. .............. ........... .............. WITH ALUMINUM LADDER ..................... LT.* LT.* F EXTENSION BY UTILITY ......... DIP - 145L , i .7. . ............ . ....... ........ VAULT IV..*:.*... I.............. . ........ ..................... OPENINGS IN VAULT WITH ....... .......... PLAN NON SHRINK GROUT PRIOR A. ................... .. .................... ..... ........ ............ TO BACKFILLING ....... ..... THRUST BLOCK TO 6" ............ ... ............. SEE THRUST BLOCK DETAIL GROUND LI .................. .......................... .......... DRAIN TO CURB OR DIP 3" MIN. 6" MAX. NE (9+82.97, 7.541) THIS SHEET - DAYLIGHT ..... ..................... .. _L,LL= ................... 450 BEND ... ...................... ............ ......... 30 is 0 30 ..... .................. 3" MIN CLEARANCE .. . ..... ........................ .......... .......... .......................11 ... ....... . ...... ........ . 6" DIP _3 HR HR ................. ................ ............. OS&Y VALVE .......... ....... ....................... -,.-0(10+02.52, 8.871) �V+Z32.53 9 641)"' . QUAL 4 ............... /20 BEND 45" BEND 221 .......... .......... ...... ... .. ........ RODE ... ... ....... .. ........... REVISIONS: NT CONTRACTOR TO INSTALL...... ..... ........................D.I P ......... .......... .................. CONCRETE BALLAST 3 CU. YD. . ........ (10+25.70, 8.381) 4" DIP - 24LF-*.*"=.'.*.'�'.'.'.*.'.*.*.,.,.,.*.*. ...........................................................I.............. ....................... MIN. WHERE FLOODING OR 103 +0( ........ H .................................:. ....... ......................%.:.:.:.VU' btNL) ............ HIGH GROUNDWATER EMS PIRE STA D ............................. ............... .............. ........................ '-,-DRAIN TO DAYLIGHT OR ............. ........................... 10+02.41, 10.91-L)" T .................... (TYP.) .d ......................................... ........... '2 1/20 BEND INSTALL SUMP PUMP ............. ..................... ........ ............ ................. ......... ......... DIP.............. ...................................... . ................. . ..... ............. .... ........ ........... ........................... .... . ........ .. .... .. ....... CONTACT CITY FOR .................................................................................................................................................................................................... ............................. .......... ............................ ................... ......... ........................................................... ELEVAT (10+06.26, 10.46"L4)'.7.7.V:.. ION ...........................:........................................... . .. ......... ..................................... ........................ ..... .......... PUMP SPECIFICATIONS .............................. ...I..........I.......................................... .......... %. .................%....................................................................... ........................... ................................... ................................. ................ ...... .......................................................... .............I........ ... 900 BEND ............ ...... .......... ... .... . .. . ............ ...... ................. ...... .. ........ ............ ... ........................... DIP 21LF......... ............................ ...................................................... �!' DIP ...................... .............................. ...... . ..........................L ........... . ...... ......................... ......... ....... .................... .............. ...... ............... ............... ...................... ........ .... CONNECT TO 3" WATER .............. .................................... ..... .. .................... 29.20 10+06.91, 30.191) ............ 12" MIN ....................... ........ ............... 24" MAX BEGIN 6 FIRE SERVICE LINE FIRE DOUBLE CHECK VALVE ASSEMBLY El -SERVICE W/4"XT' REDUCER. SEE PUBLIC IMPROVEMENTS PLAN A- C PLANS I I OF DEVICE SEE PUBLI UTILITY VAULT OR *EQUAL BILCO DOOR D THIS SHEET FOR DBL CHECK SIZE OR *EQUAL 0__=_=__cAND THIS SHEET FOR WITH F.D.C. WITHOUT F.D.C. DETECTOR ASSEMBLY ;ry TV -ry 4 676 NA 577-WA J-5AL 6 687-WA 676-WA J-5AL ................ ..... ....... ....-.-AND FDC-.CO-N.Nl-E-CT-IO-N............................. ........................................... G 8 5106-LA 687-WA JD-3AL ............ ................. ::.%l.7.l.l.l.l.7.l:.7.................................... ............................................. .......... ................................ . ..... .................. 10 5106-LA 2106�1_A i .................... ........................ ................................................... P ......... ll��=l..I—* C, ............................ ........................... ... ................ .............. ........................................---- -1- * CATY ENGINEER APPROVED EQUAL ..................... .................................................... ..................... +F 0+00 APPROVED NO SCALE ROSS TREET 'n CrIY OF nGARD 0 ............... W_ w- w--w OREGON AGUSTIN P. DUENAS, P.E. DO TOR ny W_W_ CAPITAL CONSTRUCTION AM MY ENGWEER DWG. NO. 14, TRANSPORTATIONDIVISON 144 v 031+(c ...................... 4 A 13125 S.W.M&M BLVD. 4 TIGARD,OREGON"M JULY 2009 VALVE ASSEMBLY 533 )YER (503)639-4171 VOICF-. FAM(503)684-72-77 APPROVAL DATE RENEWA DATE: 6/30/15 '4 '1�0 C _1A PROJECT=E: C14 r Lr) TV STREET SIDE CUSTOMER SIDE r LADDER ITEM QTY DESCRIPTION 4 9 1 2FA 4" X 3* FLG X FLG RED & 3" FLG GATE VALVE OR 4" X 4" FLG GATE VALVE NTH HANDWHEEL 2 AS30+87 2 1 2 - CORP COMP/COMP z Z 2 > 3 2 4' D.I. SPOOL FLG X P.E. cr) DOORLATCH 4 2 4" X 2* STRADDLE 2 u z THIS END 5 5 1 4" RETAINER GLAND 6 2 90* SWT X SWT 00 7 1 2* TYPE "K* COPPER PIPE 8 1 2" COUPLING COMPRESSION + 9 1 UTILITY VAULT 675-WA-730 WITH OPENING FOR BILCO DOOR JD-3AL AND OSHA 92 z TO BACKFLOW APPROVED LA 4 DDER SEE NOTE NO. 1 !< 2 ASSEMBLY 10 1 OPTIONAL SUMP PUMP *GRUNDFOS" 00 A MODEL *THE BOSS 200' 1/3 HP STAINLESS STEEL SUMP PUMP WITH FLOAT SWITCH > THRUST AND 1-1/4- DISCHARGE (MISC. PIPING FOR \_0 ISCHARGE NTH INLINE CHECK VALVE OR APPROVED EQUAL� 00 D BLOCK (a) 4' PIPE STAND "STANDON PLAN SLOP GROUND AWAY OM VAULT DISCHARGE.TO CURB OR STORM DRAIN zm 0 u rn rn NOTES: > 1. SEAL ALL OPENINGS IN VAULT WITH NON SHRINK GROUT. cn 2. ALL COPPER PIPE SWEAT JOINTS. C14 0 INSTALL CONCRETE BALLAST 3 CY MIN AROUND BASE OF VAULT IN AREAS z WHERE FLOODING OR HIGHT GROUNDWATER SHEET=E: Ln 0 6- 3/4-0 COMPACTED EXISTS 0 WATER 0 z > L4 P rn DRAIN TO DAYLIGHT OR PLAN INSTALL SUMP PUMP ELEVATION DRAWN BY: SHEET: PROJECr#: cn C7 cn :Ej ;......... M �i OM00 i•� c) W) G? M G a 4 CARTRIDGE LINEAR STORMFILTER DESIGN NOTES J 4 CARTRIDGE LINEAR STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD VAULT STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(4). CARTRIDGE SELECTION BAFFLE.WALL CARTRIDGE HEIGHT 27" 18" LOW DROP WEIR WALL RECOMMENDED HYDRAULIC DROP(H) 3:05' 2.3` 1.8' SPECIFIC FLOW RATE(gpm/s1) 2 gpnVW 1 1 gpmW 2 gpm/W 1 1 gpff 2 gpm/W 1 gpnW CARTRIDGE FLOW RATE(gpm) 22.5 1 11.25 15 1 7.5 10 5 A INLET PIPE A ° 0 FLOW 4 CARTRIDGE LINEAR PRECAST .M FLOW - - - STORMFILTER DATA STRUCTURE ID Cl WATER QUALITY FLOW RATE cfs 0.067 G • •a •° '' a< OUTLET PIPE PEAK FLOW RATE Cfs 0.70 RETURN.PERIOD OF PEAK.FLOW 25-YR #OF CARTRIDGES REQUIRED 4 FILTRATION BAY OUTLET BAY CARTRIDGE FLOW RATE 15 OR 7.5 m l0qpm MEDIA TYPE CSF PERUTE,ZPG ZPG 9'-6" PIPE DATA: I.E. MATERIAL DIAMETER SECTION B-BINLET PIPE#1 199.35 PVC 10" INLET PIPE#2 N/A N/A N/A OUTLET PIPE 197.55 PVC 10" RIM 203.11' FLOW O O O LADDER YES ANT)-FLOTATION BALLAST WIDTH HEIGHT Q { N/A N/A N N 4 3'X YACCESS DOORS NOTES/SPECIAL REQUIREMENTS: `� (SIZES VARY} N.T.S. (3)Tx Y ACCESS DOORS WITH ADJUSTIBLE FRAME PERFORMANCE SPECIFICATION B FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA U ° <a DEPTH SHALL BE 74NCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. 0 SPECIFIC FLOW RATE SHALL BE 2 GPM/SF(MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW(GPM)DIVIDED BY THE MEDIA SURFACE CONTACT AREA(SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE B GPWCF OF MEDIA(MAXIMUM). 4-4 A, GENERAL NOTES W 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH O ARE REFERENCEDIMENSIONS. ACTUAL DIMENSIONS MAY VARY. V-101/2" ° 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH " L� _ z t j ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com ( Q 1 j 228 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN 0 L0 Z THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 11 W 5. STRUCTURE SHALL MEET AASHT'O HS20 LOAD RATING,ASSUMING EARTH COVER OF W-5'AND GROUNDWATER ELEVATION AT, V-21/2" us OR BELOW,THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. a CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. INSTALLATION NOTES v R - 1. ANY SUB-BASE;BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND cs w f ° SHALL BE SPECIFIED BY ENGINEER OF RECORD' # c 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER m T!"I O v ° STRUCTURE(LIFTING CLUTCHES PROVIDED). �{ }��! L0 61 SUMP 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. 1 SI 4. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. F STORMFILTER FLOW KIT 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. CARTRIDGE 6. CONTRACTOR TO REMOVE THE TRANSFER HOLE COVER WHEN THE SYSTEM IS BROUGHT.ONLINE. SECTION A-A � NTECN 4 CARTRIDGE LINEAR_ PRECAST STORMFILTER ,,,. ENGlNEE�o SoumoNs UC PLAN AND SECTION VIEWS $tOii Fiftee wwwCo0WhES.com 9M Cefte Pointe or.,Suft 400,West Chester,OH 450ss STANDARD DETAIL c =1 1122 513-6457000 513.645-7953 FAX 4 CARTRIDGE LINEAR STORMFILTER DESIGN NOTES 4 CARTRIDGE LINEAR STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD VAULT STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(4). CARTRIDGE SELECTION REVISIONS: BAFFLE WALL CARTRIDGE HEIGHT 27" 18" LOW DROP WEIR WALL RECOMMENDED HYDRAULIC DROP(H) 3.06 2.3, 1.8, SPECIFIC FLOW RATE(gprrdso 2 gp1 gpnvV 2 gpm/fl= 1 gpmtW 2 gpmffN' 1 gpnVW CARTRIDGE FLOW RATE(gpm) 22.5 1 11.25 15 7.5 10 5 A INLET PIPE a q to o O o v -_ FLOW 4 CARTRIDGE LINEAR PRECAST FLOW STORMFILTER DATA 77 STRUCTUREID D1 WATER QUALITY FLOW RATE cfs 0.132 • a: .a .° •n, :; ° ..• OUTLET PIPE PEAK FLOW RATE cfs 1.3. RETURN PERIOD OF PEAK FLOW(yrs) 25-YR �' ��' #OF CARTRIDGES REQUIRED 4 FILTRATION BAY OUTLET BAY CARTRIDGE FLOW RATE 15 OR 7.5 m MEDIA TYPE CSF PERLITE ZPG ZPG p PIPE DATA: I.E. I MATERIAL DIAMETER SECTION B-B INLET PIPE#1 199.57 1 PVC 10" N INLET PIPE#2 N/A I WA N/A OUTLET PIPE 197.27 PVC 10" ry" RIM ti by1�4�, Jj +GR RENEWAL DATE: 6/30/15 202.77 FLOW PROJECT TITLE: o O O LADDER YES ANTI-FLOTATION BALLAST WIDTH HEIGHT N X X 3'ACCESS DOORS_ NOTES/SPECIAL REQUIREMENTS: NIA N/A (SIZES VARY) N.T.S. O (3)Tx T ACCESS DOORS a WITH ADJUSTIBLE FRAME PERFORMANCE SPECIFICATION Q+ a B FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA L7 DEPTH SHALL.BE 74NCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS.. E_SPECIFIC FLOW RATE SHALL BE 2 GPM/SF(MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW(GPM)DIVIDED BY THE b0 MEDIA SURFACE CONTACT AREA(SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPMICF OF MEDIA(MAXIMUM). 'd °i' GENERAL NOTES 06 _ 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE:. U 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. ° 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH 1'-101/2" z ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES:;om O 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN d. ,CO ° •° s4 to z THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. N i,G w 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING,ASSUMING EARTH COVER OF 0`-5'AND GROUNDWATER ELEVATION AT, ,+ va OR BELOW,THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. a = CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. m V v INSTALLATION NOTES o - 1. ANY SUB BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND CSHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER 900 3 ° STRUCTURE(LIFTING CLUTCHES PROVIDED). tV c STORMFILTER FLOW KIT 6"SUMP 4. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR D+ o CARTRIDGE 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. try 6. CONTRACTOR TO REMOVE THE TRANSFER HOLE COVER WHEN THE SYSTEM IS BROUGHT ONLINE. LL QSECTION A-A I( a CANT CH 4 CARTRIDGE LINEAR PRECAST STORMFILTER .y W o w ENG�NEERE�sonONS LLC PLAN AND SECTION VIEWS rnlF Stodter www,Suite 00, Swim STANDARD DETAIL N�4 04 ,,„„���;,a�: 9025 centre Pante.tn.,Supe a0o, west cnesta<.OH 45069 800,3384122 513-645-700(3 513646-7983 FAXcn£� r Z O t�n O tn C4 SHEET=E: ti STORM. . . M DETAILS 7 DRAWN BY: SHEET: (A J A 1%0.it cr# rA 1403 C8 H DATE: 7.11.14