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Home My WebLink AboutZ-5716 Map 115Ee p�-.A,J Ylb 111 - A �� LOT 1. NORTHWEST HILLS APARTMENT SUBDIVISION !i2'cvrr, z"o n.s A �M ?? T 2 BOOK C, PAGE_ 854 � w "Mg L_j *�@/8"og 2'ou -`1/I'rJ-1 MIK?. I 190 N5 Cir z2 Flt (�V-fA�w�. COMMERGAI_ SUBDIVISION JISION cvw '1'7DDwELB I: �� GoN�12MIA16I To A-XrM6-33 GRAPHIC SCALE COM aLp pS2 MLS 0o E'1H 1Nrz f�[eMME11a�11oly c5 l" E S r IVT.___. 4 • ¢ . ry 4,5 4. TW = 42 _ :::. ^ - _, ._ -'------------ W-- -10' UNDISTURBED BUFFER ( IN FEET ) Z� lO iJ TF = 406.8 ,' TVP .418 $0 - ---- ' 1 inch 30 ft. yyam�// 4 eL'eV. ---- ------------------ - T �T A `A. _ TYP• ¢TR'I'AL N fN G W�.I.L IW TF=4 BRICK RE "AINING WA,.A_ (BEGINS AT PROPERTY LINE)- LOT INE) LOT 10 r - O-------------------- ----------------- _._ - - Tw . ... _. TWW 41417.8 '_9.. - � __ _ - ' _ - - TW = 415.80 �....._1. _�\ 1? __ _ _ - _ _-------------------- - ........ ` - :_ _ _ - �. - _ - _ 473:80.. "_ - --- - _ - 1 „ _ _ ? r _------------ ---------------- -- TW = 413.8 --_._ --1 _.__. ..iW=_:4ff.80-.:....::: __ - - - _- - - _ - _ - - _ - - ',✓�'- _ __._. . 32 __._ - - \ �. _ ., _. lr _ ____ _ t> fl - _ TF = 404.8 __._ -------------- -- - -.' _, __�__------ - -- -- � --------------------- - =-_'--�- --�_-= _ / - - �'f - --------------- - - - >_.. w �r+J - 'f�� / UTILITY EA ar_ME:N ,_: r' TW = 411.80 J '/ ,J? 00 LIO - 409.80 ' �..., F' './ ,,..•4"�t-?_...,,.� .-.._..__.... .��:. _ _ --- --- - ~--40,, 04.8\ , - 7,402.81 f - - t "404.50 - 40 . y r1 V -_ ': LOT 2 X 4, 1 : �o , '�RK AM COrMERIASUBDIVISION 04,7.C }z 1cK C, PALL85 x404.32 .._a , 4t f� .. CRE"' -___04..319 4C'..87C 4l?,STC z40i.4 _ 1R s.,. CP 15.L y 133,870 S FT. • _ -�� ZONE C_3 / �• ,, 4l [.CJ T(.; 2.STCI' 01,G (l, MARKHAM COMIv1LRCI,AL SUBDIVISION � / �_ - _ ___ Al Yo .20% : �"� 4C' ( x Ei(Cl)K C., P!1(,L OiaB �•cr ��. _ I TOP . RIM 400.48 FL IN 396.66 I'" G Fl. C(. 393.0 _ 0 (`< P / ' -' 404.69 . // 3T r n +404.3 go CI . 40468 $ x sa4oDsa ~ 404463 4 4 J _-_ 04 63 .13 4r 4C2 j w 4G ;' 02.43 �' - , ao3.f>i r. w / f�� n -- -" 404.68 �--- , 402.6 // 40 x 9,0TC tx O 0440 02. 28 iz KL;H G2 --_-- / e .13 18" RCP - J- 403 57 // O 0.20% 1: 4.1 w-403.57 d.GG ., C 9 rn '�a01 6'? ; ' 404.10 21A •� nW.9 E'1r :3 ('1§,_t� . _ I ^ INE 401 . e T6P 8 T 21A 4.01.x. �C i �.J}, _...-'dk{;r.�`1"�..:.--------- `80.65 - -- ._x.._ RI�,� �, r E 1 T r -? 9" 3 .65 h b w I e el . FA e 18RCP40C.41 p� RRKLA GAS SIGN POS --- 45-)a4,"%4TI,,a4C},., � x39.'.4,58 C F o. O` 400.26, 18' CP a 18" RCP + I \ 18' RCP' O 0.20X� ®0.20% _ S ,. \ v F r w 40C,91'C C o 0.20: C1, I �,(-I'.pi. F L _, H :'TAR', SEW_R VIANHOL._ pJ 9" ! j TO'-' RIM 399.92, P_. IN 7,83.12 �? A ? SEY,%ER MANHOLE r NITA Y LE 466,60'J 1 w \ \ \' -' FL C(,I T 3E?3.0 r 18` RCP 21 - 'OP PRIM 3Q8.u5 00.20% , E ;nn }TI:; ?a 3 F 9T 398 TC 3 7 T - 136 42' ' co - --- - -- ------ ---- - -- - 'C 985 J 38^. 6 _ 39 FL !N ,,�� FL OUT 8 L = 264.45` �� .� .r. 21A I.P. (`.TAI*5' IAI� 'f. E �� G :a`�� 21A nA k 1Q7.C�0' C ; ..--._. 393 D 24" RCP 4 ' �> X99.64 MAN=OLE -- r o39 774 ` ®0.12% ri ^j '' :• '' SANITr'h'Y `JEVVE_R "- �ESS r ` i 4a� TQP RIM � �--l-, {}6 - 1 ai : ING NES ss EASEMENT � Ecso .30, f� s a 8. yt J i 383.9 i t a U` 45 1�/c?y` y I RECOFtBiO ±N IMs:RUMENT Na g-040.?a de a4-ofiaz _ U "': , I N L' �. �o�j�i99.'4v 3G9 ; 8 395.3x+ ABLE CMS 3-22-931 f/ /// (TOP pRIC41Q 795.82 I" J �L1n , ;r1? ),I.P.f_ WAITER Z\ 45"53'56' FIDE ( 398.64 R = 7; 50' , HYDRANT R GATEi / ` k T 32.012' I INLET fi, i._ x_Q INLET 33::31, 055„ CURB n I. HYDRANT t -S- CIS T = E32.172' 198.2 4' GAS LINT::. ..J W ' TOP OF FIRE H DR. .NT ON t'JL T DE 'OF (rPLASTIC) m MARKHAM PARK. DRIVE, APPROX. 140' NORTH' OF r , 5a'.93 :D( CEN -ER'- NE O_ !^JEST MARK -'AM STREET. MARKHAM COMMERCIAL SUBDIVISION ' iL ELEVATION 399.44 BOCK C, PAGE 008 PAINTED SQUARE ON TOP OF HEADWALL, APPROX. ' 45 NORTH OF N><"y CORNER OF MEGA MARKET BUILDNG, ELEVATION .395.19 NOTE IRON BARS SET AT ALL LOT CORNERS TEMPORARY BENCHMARKS ' TOP OF FIRE HYDRANT ON WEST SIDE OF MARKHAM PARK DRIVE, APPROX. 140' NORTH OF THE CENTERLINE OF WEST MARKHAM STREET. (ELEVATION - 399.44) PAINTED SOUARE ON TOP OF HEADWALL, APPROX 45' NORTH OF THE N.W. CORNER OF THE MEGA MARKET BUILDING. (ELEVATION - 395.19) ❑ DETAILS - (SEE DETAIL SHEET FOR THE FOLLOWING) 20A. JUNCTION BOX 21A. CURB INLET 22A. AREA INLET 28A. STORM SEWER PIPE BEDDING DETAIL ONOTES 13C. LIMITS OF RETAINING WALL 18C. CONNECT TO EXISTING STORM SEWER MANHOLE OR INLET 18D. MATCH EXISTING PAVEMENT ELEVATIONS BOA. TOP OF WALL - STAIR STEP BOB. TOP OF FOOTING - STAIR STEP GENERAL NOTES: A. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. B. WARRANTY/DISCLAIMER THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE PATH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED BY CIRCUIT CITY STORES, INC. AT THIS TIME. HOWEVER, NEITHER CEI ENGINEERING ASSOCIATES, INC. NOR ITS PERSONNEL CAN OR DO WARRANTY PLANSAS THESE WHERE EIRSON EL CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE CEI PERSONNEL INSPECT AND CONTROL THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE ' C. SAFETY NOTICE TO CONTRACTOR IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE' OF THE WORK. THIS REQUIREMENT WILL. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR CIRCUIT CITY TO CONDUCT CONSTRUCTION RENEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE RENEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE. D. ME SITEWORK FOR THIS PROJECT SHALL MEET OR EXCEED THE *CIRCUIT CITY STANDARD SITEWORK SPECIFICATIONS'. E. ALL SLOPES TO BE GRADED TO 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THIS SHEET. F. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR -INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOP- SOIL IS NOT AVAILABLE ON-SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. G. ENGINEER'S NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS H. NOTICE TO CONTRACTOR PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL CROSSINGS AND INFORM CIRCUIT CITY AND CEI ENGINEERING OF ANY CONFLICTS PRIOR TO CONSTRUCTION. CEI WILL BE HELD HARMLESS IN THE EVENT CEI IS NOT NOTIFIED OF DESIGN CONFLICTS, •. 'r "` ` L I. COORDINATE ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY WITH THE HIGHWAY DEPARTMENT RESIDENT MAINTENANCE ENGINEER. p11� mat sa SPECIAL NOTE: p1, +baa ALL CORRUGATED PLASTIC PIPE (CPP) TO BE SM00114 qz�iyF,,� INTERIOR AS NOTED IN THE SITE WORK SPECIFICATIONS.