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HomeMy WebLinkAboutZ-5716 Map 7I; -rerym JJ„ CLOY. Im l i2 ell � J ; I - , 07-v _� A 0 no a Z"GUZ N lAAy6A!( r'o �Cas'I•r•-i 1� C�1�) -�vtz�.pG+"-ubNEtz �ols� -V01't-t4 M 1 �4 I 140 Nl5 FIL-rr5✓ ;✓AVR4C� �-212,5- #61 &PLIs4474;� 5�1DrJI- CONr,01zMIO61 -ro A3'(M 6-33 &MpPAG-mr" p�fZ �IL-b EI-LET1tJ�tz_ F�reMM�.tlra�*•j1oN.. 4 . fEK�•�T�P Yris TYF, 9-WrAI N H 6, Wb LL- Tw LFtlTF = 404.8 0 BRICK RETAINING WALL. C (BEGINS AT PROP(.R-"Y LINE) 410 I „ D'40� I C' T In I / LOT 1 NORTHWEST HILI__S APARTMENT SUBDIVi.SION z BOOK C, PAGE 854 z W ~ l Li 0 COMMERCIAL_ SUBDIVISION vw GRAPHIC SCALE f-25' UTILITY EASEMENT-] 1 30 0 15 30 60 120 455 _. _--_. += !'�i-f'-`--_._„__.-___._._ -_.._ 1(`' UNDISTURBED IN FEET _ - --- o - 1 inch = 30 ft. --, - o` 0 : TW = 419.6 ... - -1W ,417.flR - _.-- - - - - - -- - TW = 417.8 - TW = 415.80_-------------------- .__- ; - -------- - ------------ TW--,413-80- ? ... -x 1 ? =----------------- =- _ _-_ 413.8 - -- ?. TW-�_41T80 ---- i:_ - - -' - z TF --403 - ---�„------------------------ ---------- 7- -- - - - - __ _ _ ... 404.8 :- - /- - - - -' ----- _ u -_ ,•r -- -___- -:-'- --_ __ E.}' UTsLI T'y L./�> MEN ��' j _ _ - _. i 1 _ 00..toy - _ J _ ' _- r _ 40,04.LOT MARKHAM CGh1"ERCEA'_ SuBDI`✓ISI L MARKHAM COMUERCIA'i_. SUBDIVISION /' „•411 � BOOK C,' PAGE 00811 Z. .404.69 // 1 F.} x •011..3TC- _ , x(04.3 , v? 402, I i 41, CP 1 404.68 & 402.E -_ a0 TOP RIM 400.48 FL IN 396.66 FL' CUT 393,50- ARKLA GAS SIGN POST----'' A = 34°41';11" / T = 136.42' L = 264.45' C • 2lA 401.2 i 40 ------------ 0 ----_-- 0 402.4 '^ 404.68 40 ,y r 58 404.63 .13 < 4M.55404'63 401. n C-: ' 40 ? /: 2.43 �• 403.61 h0 rte 402 6 � e 1 0.3ox / ; Jt(123` Y_ // 18 RCP I 1 403.57 / B ®0.20% y ' •' Ot.f C 40 00.5TC 8,5. / r V La .._._ .._� . zu \ n.(1+, - J ,9 0 402 8 _�i / �" 39 T C,RB INLET 404.10 .l" /'r L ......-_._�._..,. x i _ _396.21 403. �'1.53C '- 4C)1.aTC TOP pRf M L fid' / / 'i � r✓,T ;E 400.4TC % �c�R? , O : n, u i /I 4. .r. �x40i.dCtu 4r 7 I�x3a9.CID �3 .0 \ 0.r 4 18 RCP I 1 P / 400.26 28 8 C e ®0.20% - M O 4o a .. OLE 18' RCP ®0. QX. r, Ch. ?`; R A 0 ` C c ' �c 1. n / ... E' d_P Fi�L 141 ANlTARY SIEvi%ER biANP \ ®o.2ox / TOr RIM 399.x2, _"H 383,1:. TCP R M 308.05 j F'.. OUT 3�?3,0? 18' RCP zU 3 0 0.20X- - - - - M 400.7 C } ,1 t', 5T(' 398.9TG 398" . C X98,5 L IN I 84.72 _ _ - _ ---- - ---- 4� Oi 384.68 399.92. c z1A 2T. 8" D.I.P. ' SAPdI FA,Ry ,;f EIS aa, 3` __ G G A 4° ,o ------ 21A< '0"' �L 0, �-- �` ♦' � _,..:..._ ._......... .. --." � B 24" RCP 397.4. 3c8 ®0.128 4SANITARY S WER MAN° Ot...E `- 5�a X98.64 RIM ZJ�806 t a 45.INO 4 vis sEASEMENT zes e v�t '4.30 / �v 4 ��� 313 •.u�a F _ UT 383. 1 T CQ C ,r•� �R£003BE� -t, �a^tiT >d0. 59-OaOJ3 & 89-4J`76< �("':=! { .4^, s '7 ; 339.,34 ni B F TO-� L 22-93 / T rv� i Jy 9_.E2 OJ mac" Y- 1?" D.I.P. Q` ellN 9°57'14"i! 111.::) i irvJvTER f A 45053156" ' \`98.64 F 1 k 7'7 50, I'IRL H,. i e„� r" I a" T 32.02' HYDRANIr ,-' %�""�.,• GYM /GRATE,! L = 62,06' INL/ \ 2'X2' �? " 2'X2' . > .,-CURB INLET Y n = 33 ° 31, 5., ,o Rl>_0 3-` z T.8,M. - ` - _. 308.2. � 4 GAS LINE _j Ld TCP OF FIRE HYDRANT ON WEST SIDE OF T = 62.02' (PLASTIC MARKHA. PARK DRIVE, APPROX. 140' NORTH OF ' = 15°.33' u', M CENTERL'ItiE 0= WEST MARKHAM STREET. MARKHAM COMMERCIALLSUBDIVISION� ELEVATION 399.44 BOOK C> PAGE 008 PAINTED SQUARE ON TOP OF HEADWALL, APPRCIX, 43' NORTH 0= NW CORNER OF MEGA NOTE MARKET BUILDING, ELEVATION 393.19 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 SQUARE 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 O NOTES 13C. LIMITS OF RETAINING WALL 18C. CONNECT TO EXISTING STORM SEWER MANHOLE OR INLET 18D. MATCH EXISTING PAVEMENT ELEVATIONS 80A. TOP OF WALL - STAIR STEP 80B. 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 WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED BY CIRCUIT CITY STORES, INC. AT THIS TIME. HOWEVER, NEITHER CO ENGINEERING ASSOCIATES, INC. NOR ITS PERSONNEL CAN OR DO WARRANTY THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WERE 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 REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. IN, ON OR NEAR THE CONSTRUCTION STE. D. THE 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 FCUR-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 ESTABUSHED IN All AREAS ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADD17TONAL 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 REIJED 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 RESPONSIBIUTY 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 CONFUCTS. 1, COORDINATE ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY WITH THE HIGHWAY DEPARTMENT RESIDENT MAINTENANCE ENGINEER. SPECIAL NOTE: ALL CORRUGATED PLASTIC PIPE (CPP) TO BE SMOOTH INTERIOR AS NOTED IN THE SITE WORK SPECIFICATIONS. 4Cu u a �C - x 4 (.. r - BOOK AGE 854 .• r / x4ti<x"TIC �-•,,-. 404.6 404.44.3 "404.32 Z`7F _ 4 3~ 4C) a } 2 ST v2 �S G 4Q1 4 4" x r: w.' ^'`� s 133,870 SU. FT, B ®� �� - ' I I '� ZONE C-3 /// _2ox • v�b 4e2.8T., 402. PTCI 0'.GT MARKHAM COMUERCIA'i_. SUBDIVISION /' „•411 � BOOK C,' PAGE 00811 Z. .404.69 // 1 F.} x •011..3TC- _ , x(04.3 , v? 402, I i 41, CP 1 404.68 & 402.E -_ a0 TOP RIM 400.48 FL IN 396.66 FL' CUT 393,50- ARKLA GAS SIGN POST----'' A = 34°41';11" / T = 136.42' L = 264.45' C • 2lA 401.2 i 40 ------------ 0 ----_-- 0 402.4 '^ 404.68 40 ,y r 58 404.63 .13 < 4M.55404'63 401. n C-: ' 40 ? /: 2.43 �• 403.61 h0 rte 402 6 � e 1 0.3ox / ; Jt(123` Y_ // 18 RCP I 1 403.57 / B ®0.20% y ' •' Ot.f C 40 00.5TC 8,5. / r V La .._._ .._� . zu \ n.(1+, - J ,9 0 402 8 _�i / �" 39 T C,RB INLET 404.10 .l" /'r L ......-_._�._..,. x i _ _396.21 403. �'1.53C '- 4C)1.aTC TOP pRf M L fid' / / 'i � r✓,T ;E 400.4TC % �c�R? , O : n, u i /I 4. .r. �x40i.dCtu 4r 7 I�x3a9.CID �3 .0 \ 0.r 4 18 RCP I 1 P / 400.26 28 8 C e ®0.20% - M O 4o a .. OLE 18' RCP ®0. QX. r, Ch. ?`; R A 0 ` C c ' �c 1. n / ... E' d_P Fi�L 141 ANlTARY SIEvi%ER biANP \ ®o.2ox / TOr RIM 399.x2, _"H 383,1:. TCP R M 308.05 j F'.. OUT 3�?3,0? 18' RCP zU 3 0 0.20X- - - - - M 400.7 C } ,1 t', 5T(' 398.9TG 398" . C X98,5 L IN I 84.72 _ _ - _ ---- - ---- 4� Oi 384.68 399.92. c z1A 2T. 8" D.I.P. ' SAPdI FA,Ry ,;f EIS aa, 3` __ G G A 4° ,o ------ 21A< '0"' �L 0, �-- �` ♦' � _,..:..._ ._......... .. --." � B 24" RCP 397.4. 3c8 ®0.128 4SANITARY S WER MAN° Ot...E `- 5�a X98.64 RIM ZJ�806 t a 45.INO 4 vis sEASEMENT zes e v�t '4.30 / �v 4 ��� 313 •.u�a F _ UT 383. 1 T CQ C ,r•� �R£003BE� -t, �a^tiT >d0. 59-OaOJ3 & 89-4J`76< �("':=! { .4^, s '7 ; 339.,34 ni B F TO-� L 22-93 / T rv� i Jy 9_.E2 OJ mac" Y- 1?" D.I.P. Q` ellN 9°57'14"i! 111.::) i irvJvTER f A 45053156" ' \`98.64 F 1 k 7'7 50, I'IRL H,. i e„� r" I a" T 32.02' HYDRANIr ,-' %�""�.,• GYM /GRATE,! L = 62,06' INL/ \ 2'X2' �? " 2'X2' . > .,-CURB INLET Y n = 33 ° 31, 5., ,o Rl>_0 3-` z T.8,M. - ` - _. 308.2. � 4 GAS LINE _j Ld TCP OF FIRE HYDRANT ON WEST SIDE OF T = 62.02' (PLASTIC MARKHA. PARK DRIVE, APPROX. 140' NORTH OF ' = 15°.33' u', M CENTERL'ItiE 0= WEST MARKHAM STREET. MARKHAM COMMERCIALLSUBDIVISION� ELEVATION 399.44 BOOK C> PAGE 008 PAINTED SQUARE ON TOP OF HEADWALL, APPRCIX, 43' NORTH 0= NW CORNER OF MEGA NOTE MARKET BUILDING, ELEVATION 393.19 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 SQUARE 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 O NOTES 13C. LIMITS OF RETAINING WALL 18C. CONNECT TO EXISTING STORM SEWER MANHOLE OR INLET 18D. MATCH EXISTING PAVEMENT ELEVATIONS 80A. TOP OF WALL - STAIR STEP 80B. 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 WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USES INTENDED BY CIRCUIT CITY STORES, INC. AT THIS TIME. HOWEVER, NEITHER CO ENGINEERING ASSOCIATES, INC. NOR ITS PERSONNEL CAN OR DO WARRANTY THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WERE 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 REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. IN, ON OR NEAR THE CONSTRUCTION STE. D. THE 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 FCUR-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 ESTABUSHED IN All AREAS ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADD17TONAL 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 REIJED 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 RESPONSIBIUTY 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 CONFUCTS. 1, COORDINATE ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY WITH THE HIGHWAY DEPARTMENT RESIDENT MAINTENANCE ENGINEER. SPECIAL NOTE: ALL CORRUGATED PLASTIC PIPE (CPP) TO BE SMOOTH INTERIOR AS NOTED IN THE SITE WORK SPECIFICATIONS.