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HomeMy WebLinkAboutDec 13 2001 04 Site Development PlanOf w J J U a ro O 3 0 0 N 0 a co J 3 v CV 0 r v 3 U) 0 0 m .Q a ii r ; P IdND, TEM � TURNARO 6 - X53 STONE ..... ..:..:.... .. :..` ,..irx..... .. 71VL7 QTnPU TAPI1= Str. No. Type Tc /Rim Inverts Dir. 100 O CONCRETE END SECTION U 895.16 (NW) 101 CONCRETE END SECTION * 895.50 (SE) 102 D CONCRETE END SECTION ry 895.50 (NE) 103 Z CONCRETE END SECTION * W 899.00 (SW) 104 >- CONCRETE END SECTION Q 899.00 (NW) 105 CONCRETE END SECTION * 903.00 (SE) 106 CONCRETE END SECTION 903.00 (SW) 107 CURB INLET W /MANHOLE 910.55 905.62 (NE)(SW) 108 CURB INLET W /MANHOLE 910.20 906.21 (NW)(NE) 109 CURB INLET 910.20 906.51 (NW)(SE) 110 MANHOLE 912.10 907.18 (W)(SE) 111 YARD INLET 912.00 908.83 (E) 112 CONCRETE END SECTION 903.00 (S) 113 CURB INLET 906.97 903.27 (NE)(SW) 114 CURB INLET 906.97 903.42 (NE)(SW) 115 CONCRETE END SECTION * 904.02 (NE) 116 CONCRETE END SECTION 899.00 (NW) 117 CURB INLET 902.85 899.51 (NW)(SE) 118 CURB INLET 902.85 899.60 (SE) 119 CONCRETE END SECTION 895.50 (NW) 120 CURB INLET 901.50 897.80 (NW)(SE) 121 CURB INLET 901.50 898.01 (SE) ' ULNUIL5 TRASH GUARD TO BE INSTALLED ee o } N. 110 f k+ ff �s f` €i li X ■ SCALE: 1 "= 50' LEGEND -aa - - EXISTING CONTOUR EXISTING SANITARY SEWER -o- = EXISTING STORM SEWER ® PROPOSED GRADE -- PROPOSED CONTOUR PROPOSED SANITARY SEWER -�- - PROPOSED STORM SEWER - --- <aaa -- PROPOSED SWALE PROPOSED 4' SIDEWALK (BY HOME BUILDER) 11 LOT NUMBER 905.7 PAD ELEVATION PAD SIZE 50'x55' HOUSE TO BE EXTENDED BACK TO 75' AI SPECIAL DRAINAGE (FROM REAR OF LOT L. -----J TO FRONT AROUND HOUSE.) 0 4 PT/ 1x358 STATE OF ! Q DENOTES 4" SUBSURFACE DRAIN TO LOT ----*-DENOTES 6" SUBSURFACE DRAIN ROLL CURB ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95% OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD. EARTHWORK: 1. EXCAVATION A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. B. Provide and place any additional fill material from offsite as may be necessary to produce the grades required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the source approved by the Developer. It will be the responsibility of the Contractor for any costs for fill needed. 2. REMOVAL OF TREES A. All trees and stumps from area to be occupied by a road surface area and building pad. Trees and stumps shall not be buried on site. 3. PROTECTION OF TREES A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value and worth which do not impair construction of improvements as designed. B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect of protective measure to be taken, If any, to preserve such trees. 4. REMOVAL OF TOPSOIL A. All topsoil shall be removed from all areas to be excavated. Topsoil should be stored at a location where it will not interfere with construction operations. The topsoil shall be free of debris and stones. 5. UTILITIES A. Rules and regulation governing the respective utility shall be observed in executing all work under this section. B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free 1- 800 - 382 -5544 within Indiana or 1 -800- 428 -5200 outside Indiana. 6. SITE GRADING A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the drawing. B. The tolerance for paved areas shall not exceed 0.10 feet above established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. Provide roundings at top and bottom of banks and other breaks in grade. C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field measurements and spot elevations can be verified by the Engineer. The Contractor shall not remove his equipment from the site until the Engineer has verified that the job meets the above tolerance. FORM \EARTHWRK "HOLEY MOLEY" SAYS: 1 - 800 - 382 -5544 CALL TOLL FREE - 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, do marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILIITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. Simi m a to U F (n 5 W d' 1111118 111101H 0 W F o= w 0 2&; U- 'a 0 w 1 all V) 0 U) 0 Z Q J I LL.I W Z_ CD W CD Z J Z O N d' LO I 4- 00 LL- n M X Q 0 o) co I 00 N I 0 0 00 u7 rn LO I 0) 4- 000 1 _ M 4z a Q 0 Z V) O a. Q Q 0 Z Z Q ^� L C O F U Z W W L 0- O 4ft Z D W ry W Z W io W >- F/- Q VJ SHEET NO. 4 OF 21 sHEETS " "0'40605 Z _a D Z J NW 1.1 U