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06120009.4
EXIST 704 BEEHIVE INLET TC= 912.06 - IE W) 18" RCP = 909.37 IE E) 21" RCP = 909.37 EXIST 703 TC= 911.98 IE(E) 24" RCP = 908.59 IE(S) 15" RCP = 908.68 IF W) ,:1" RCP= 908.59 _ _ ____ - - - - -- -- - - - - -- - - -- 21" - - - -'- - - - - - - 18" RCP -- 913 - - - - -- RCP - -- - -- - _ _ - - - p 1 ---- _�.. __ 15' REAR YARD cr-� —�i e-o --�- o- cr -o - -- 5. -'�> uJ1 a� a-a o �n - -- - - -- a-�' -- a �.. Y--rz- F 16, _ _ - - _ - 914 -�� WROUGi--1T IRON FENCI - i _ L� %= 11M _- x x -- X x -- X x _ . x _ x x Er -r' - - -- I „ __ � 20 D. &U.E. 1 _ -- -- -- -- 000- j J6 �- 6 -a o a �� �. .` - x x tl x ---�— - x x x ,� --_ x - i Q E.r/'' a ,`1 j C' WROUGHT IRON FENCE - j �., ._... 915 --- --._ -- ....�- ~� � -. - - -- - -- - -- — - -- _ - � 916 - -- - - 5 - - -- -- - - - -- -- _ - - 915 -._ 9 / - - -- - - -- - - - -- - - - - -- 5 �EII 919 - _ - - 918 AII a_ I I I -- _ r 921 — - -- -- . 1 12 WIDE MATERIAL. STORAGE BINS / CONCRETE WALL ( I ;' '_ -- - - - - GRASS - ` i 1 1 APPROX. 5.7' HIGH GRASS -- . _ - - -- -- - -- - - -- - -- - -- 921 _ I 1 0 �, i (� I ` 919 - - - -- - -- - - - - - �.- i �' � _ , -_ - �- _ — - - - - - -- - -- - - -- - - — - - -- - _ , . 916 - _ _ i i N IE 5' R2 09 14' +, TC 91 =' 918 lip ,, , PNT. X6809 SANI. MANHOLE 809 `) TC= 916.12 i f - 8 PVC =90 ,� , IE S " ( ) 8.07 ' l / t �� 6) h t / �� 3 1 oil 13' 4 SEWER LATERAL LOCATION rn i 1 GRASS 1 GRASS �,.` BY PLANS. UNABLE TO CONCRETE -___« ;�_ �"''�, • �, ' 1 I i __ - - - _ _ ! - - -- - - - -- �-� may.. LOCATE DURING SURVEY. % . - -} 6 LATERAL C,,J oft _ t` i aft It i rr r ie�-- M - to - Ivt - HIR- It l / /J \ -, - - -- - -- ' • z _._.- = =_ -` _ -= _. __ -t ; • EXIST 710 EXISTING n / I ! TC= 915.20' - �,-------- --- ------- _�- - - -:;\ - -- - � I � m I I IE (S) 36° RCP - 908.55 MAINTENANCE BUILDING () RC = 908.55 , ,11 q / I FFE =9 3 Id _ _ -- -- - - -- - - - - -- - - MULCH ,1' 11 SHRUBS &MULCH ,) � I I t 36" RCP j .. I rn ft* SM Los I\ SHRUBS & MULCH `MULCH iii, I // — -------------------- t 4 91S -/" EXIST 712 -- I / TC= 915.42 (I j I ` ` n � 1 - ; IE (E) 36 RCP = 909.22 I / IE (S) 36" RCP = 909.22' IE (SW) 21" RCP = 909.22' , _ L \ i) - -- E:T % —_ 11 -9 ���`� EXIST 711 , TC= 915.27' 917 EM '�3 I °.� IE (N) 36" RCP = 908.72' i W IE (E) 6" PVC = 909.78' I - -_ - _-- _.-- _- _- - -.___ _ _.._ IE (W) 36" RCP = 908.72' I Q T— g �I 36" RCP CD c� —W _--.W — -..W — —W _ —W -I —W — .—w ___ ,� _....- W i t ' 1 - 7 EXIST 712A TC= 913.79' \ IE NE 36" RCP = 909.49' M as- bunts () I1 I IE (SE) 17", PVC = 910.75' / I (:D —J I EXISTING )1--Ai I WATER TOWER �,n III I I EXISTING - -, . IL; I BUILDING ! K EXISTING L -- �. ll- - - BUILDING ` +�_. � i _ � % ' 1'(` J� _ j ' / !'L ✓� � ./� \`mot i i 11 I I I I i I I :/ ,� =�`•f� , �c> % -.�� � r � �._ `;v-? iii I J POINT 100 POINT #100 FLAT INLET TC =91 ` I ' FLAT INLET 5.11 = mil.. EXISTING FEATURES LEGEND - - - RIGHT OF WAY EDGE OF PAVEMENT CHAIRBACK CURB AND GUTTER ROLL CURB STRAIGHT CURB - SANITARY SEWER & MANHOLE STORM SEWER; END SECTION, INLET & M.H — -G - -G - -G — GAS LINE — -W - -W - -W — WATER LINE - -E - -E - -E - ELECTRIC LINE (AERIAL) — -T - -T - -T — TELEPHONE LINE (AERIAL) - - CTV- - CTV- - CTV- CABLE TELEVISION (AERIAL) BTC BTC BURIED TELE. CABLE >"-STREET LIGHT BEC BURIED ELEC. CABLE BEC © FENCE LINE (FNC) BCTV BCTV BURIED CABLE TV I I i D. M. P. R. L. FND. GUARDRAIL DEED DIMENSION MEASURED DIMENSION PLAT DIMENSION RADIUS ARC LENGTH FOUND O DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET. CAP STAMPED "P.I. CRIPE, INC." UNLESS OTHERWISE NOTED. 0 POWER POLE E - - -- GUY WIRE ® TELEPHONE RISER ® zE UTILITY RISER; ELEC. & CTV E.T. ELECTRIC TRANSFORMER ?_= SEWER CLEANOUT >"-STREET LIGHT IRRIGATION CONTROL BOX LIGHT POLE © TRAFFIC SIGNAL 4a FIRE HYDRANT A VALVE; GAS & WATER L STREET SIGN OE ELECTRIC MANHOLE ® TELEPHONE MANHOLE ?_= SEWER CLEANOUT ERRI IRRIGATION CONTROL BOX ® WATER METER '0 GAS METER © ELECTRIC METER Q MAILBOX ® HEAD hSPRINKLER ti x SPOT GRADE TC TOP OF CASTING ELEVATION IE INVERT ELEVATION GENERAL DEMOLITION PLAN NOTES - 1. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING EXCAVATION OPERATIONS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE LEGALLY DISPOSED OF OFF -SITE. 4. CONTRACTOR SHALL INSTALL PROTECTIVE FENCING AT DRIPLINE TO PRESERVE EXISTING TREES 5. MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS. 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. 7. CONTRACTOR IS TO CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE. SALVAGE VALUE IS TO BE CONSIDERED WHEN PRICING WORK. 8. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 9. TREES SHOWN TO BE RELOCATED SHALL BE REMOVED AND REPLANTED IN ACCORDANCE WITH THE 'LAWNS AND GRASSES' SECTION OF THE PROJECT MANUAL TREES SHALL BE RELOCATED ONLY WITHIN THE AREAS SHOWN. PROPOSED DEMOLITION LEGEND TP TREE PRESERVATION EXISTING TO .. E. E. CONSTRUCTION LIMITS BE DEMOLISHED n CONSTRUCTION FENCE �J DEMOLITION KEY NOTES KEYNOTE LEGEND OSAWCUT AND REMOVE CURB. O2 SAWCUT AND REMOVE ASPHALT PAVEMENT. O3 REMOVE STOOP (COORDINATE WITH ARCH PLANS FOR BUILDING DEMOLITION) O4 SAWCUT AND REMOVE CONCRETE OREMOVE TREE AND REPLACE IN KIND PER SHEET C201 OREMOVE AND REPLACE FENCE FOR STORM SEWER INSTALLATION PRIOR TO DIGGING CONTACTS CAUTION: LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE CARMEL UTILITIES 1- 317 - 571 -2648 BASED UPON ABOVE GROUND EVIDENCE (including, 1 but not limited to, manholes, inlets, valves, and CINERGY/PSI 1- 800 - 382 -5544 marks made upon the ground by others) AND ARE CARMEL ENGINEER 1- 317 -571 -2441 SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE VECTREN ENERGY 1- 800 - 382 -5544 IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO BRIGHT HOUSE CABLE 1- 317- 844 -8877 ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND FIBER OPTIC COMMUNICATIONS 1- 317 -571 -2586 U j Z Z Z Q N UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR O_QQQ Q U J J J U PRIOR TO ANY AND ALL CONSTRUCTION. 0 0 0 V) w � Cr w w Z z U (7 w = Nz c/i U 0 W ') �w% F- E_-?a-cxCK O O Q J O O Ew-w0a_ (n a- U j Z Z Z Q N O_QQQ Q U J J J U 00 O `t Lo I CV oQr of Q- a o =ZQ a Q 11 •L af in U (-) J r- 0 r CV 11 r- a r< (D Q � ,1, < Z .-. r W c c W 06 U Q a Z O O M o W Q �� L'— q Q U z to Z l l z O I— Z w W U U g N C'3 H C0 W CERTIFIED BY: ��aegt!BnggAd9d 1 . ............... i 0404538 STATE OF w = �',�s' ••`LNG IA(�!. ?� ' • � �: IV A L ddddddltf >>�, Drawn By: M. WAGNER Checked By: K. COLLINS Quality Assurance: T. SCHELLENBERGER Scale: 0 Scale: 1' = 20' Sheet C101 Date 10-06-06 Project Number 0990488 -10101