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HomeMy WebLinkAbout1001 Cornwall Rd plans New construction0 43 n 0 - n U F D ! 1:"' /1 I 2artr st.(Z.tmit Ei`laY[ O �. $t.. rttt ; f •_ .. "sr�g H 38 �r s _ 5/'ROPOS.E'D UPSTRI`'AM Pi ne t eh rr c - I, �;f EttIE c 5z 99.3 GR��ND�VAD�£�iAr�SN/s�T e. _ I /O?'.E • RMOP,,&eTY ,LIN,E NOT 5' OW/'�' L s,��- pr10rNc Dk*TA/ _Sanford Plata _ �s' l�ho�o��*Ce^ter I :s-1 — r �i IN T,eeZE' ,L,_1VGTN' Ic"AOtW TOE OF _98kTr z or �, 2P2�lpy' e. . T I r t•i __�. i_jd q'� l� t y 4. t f -.:. L(i K ! - t �-'—__.` _,�- `�J S,�.Or�,�, CTG1 d015T - - . sCZ PiPrNc o,�r�irs ► A A.L ANC - /5 Adu dr u� 1 a SC%T� INC B1 SINS �� M/�v cat/ t _ Y , w 1 'or AJ, g sy� �r z of 3 I 13- q R -17 e 12 �'t(Ler lo" Ile 49 _ p .�'lN ter- G.V ,pox �rr�j -4, 59 sEE �--- L `� Z,7 S// T/p2 o D,E7AICS Y to � f I Sunland �'.� fie° �: • L - ....... �j.. /r o �• 59.8 ,50,3 SP/,AS /-1 PAD A 3' x 3'x 4" (rYP) I p,z_1W CAT%ON paND � 5"0o Sa FT I P p .5D.3 I F()�� S I D� Q. ��pplZ� �XPA QQ 5q.8 SCALEVICINITY MAP 1�� 000 1 1 1',Ef2C0)LAT/ON ONl� 4500 SG?. Ap 8-4 F 8-6 ,B-3 N N _ 2 �• / 2/ 2 :c 2/ _N 2/ 3 2 -z o 33 G 2 5 0 0 /3 3 3- 9 Zoo=3A 13 an _ /7 R'19s%%Af 8 — 3 q 8 O O 2 % 4 �.342 Al 0 3 Lei. 3 i ,� %421 4 -oo•i3.3 /2 3/•Ab 3/ 4 24 ` O l7 3 57 0 70 O so 05 27 0 48 �✓ = 0 -zoo =S'7 33 0 _ _ 1x OIL PROFILES V,CRTICAL SCALE /19-:5' LEGEND [9 © CRAY TO GRAYISH -BROWN FINE SAND WITH ROOTS - VERY LOOSE O LIGHT GRAYISH -BROWN TO VERY LIGHT GRAYISH -BROWN FINE SAND - VERY LOOSE TO LOOSE 0Q3 DARK REDDISH -BROWN TO VERY DARK REDDISH -BROWN SILTY FINE SAND - VERY LOOSE TO DENSE 0 @ LIGHT BROWN FIND SAND - LOOSE TO MEDIUM DENSE U 0 REDDISH-BWORN TO DARK REDDISH -BROWN FINE SAND (HARD PAN) - MEDIUM DENSE TO VERY DENSE STANDARD PENETRATION TEST BORING LOCATION N "N" VALUE IN BLOWS PER FOOT DEPTH TO GROUNDWATER LEVEL DATED: 2-5-80., COEFFICIENT OF PERMEBILITY IN FEET PER DAY y-/ --NATURAL MOISTURE CONTENT IN PERCENT -200 PERCENT OF FINES PASSING NUMBER 200 SIEVE TO I FOR PROJECT CONTROL , ' ' v ' vva,u UC1f/U V//'j.4^/r/ ' ,\ ' 61?01)ND,41A7",i5R MON/TOR/NG AE'Ll_ SE'.EE L A N SNE�T 3 of,3 5/ 13-5' 13.5 Toa EZEll ,5q 8 , I 53 8' �_ MATCH EX/STINS GR.90,E- 1 ! M A)(. W. S..5,2.8 I � � .MAX. CRouNDWArCR 7A&L' QpTlory ,E1Y.. SD.3 SECTION A. -- A, NOTE AL)_ 01MEN51ONS � ,E,L,EVA T/OHS Alef TYPICAL 1=- R ' ,50TI-1 pON J5 i EARTHWORK SPECIFICATIONS 1.) CLEAR AND GRUB ENTIRE POND AND BERM AREAS TO REMOVE ALL TOPSOIL, ROOTS, TREES, AND OTHER DELETERIOUS MATERIALS. 4 2.) EXCAVATE THE POND BOTTOMS 1.5' BELOW GROUND SURFACE AND STOCKPILE EXCAVATED SOILS, USE ONLY LIGHT DOZER EQUIPMENT TO AVOID EXCESSIVE COMPACTION IN POND BOTTOM, t 3.). FXCAVATE POND BOTTOM AND ADDITIONAL 1.5 TO 2'•0 FEET TO REMOVE THIN HARDPAN LAYER (STRATUM 3) IN ITS ENTIRET`( FROM BENEATH THE POND BOTTOMS. USE THIS MATERIAL FOR CONSTRUCTION OF RETAINING BERMS. 4.) REPLACE THE STOCKPILED.FINE SAND IN THE POND BOTTOMS AND FILL BACK TO ELE- VATION CORRESPONDING TO 1.5 FEET BELOW THE ORIGINAL SURFACE. DO NOT -COMPACT. 5.) CONSTRUCT THE RETAINING BERMS FROM SILTY TYPE SOILS EXCAVATED FROM THE POND BOTTOM. FILi- 'I.0 BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12" LOOSE AND COM- PACTED °fit; A 01NIMUM DENSITY F_QUIVALENT TO 98% OF THE STANDARD PROCTOR MAXI- MUM DENSITY OF THE SOIL ACTIyI T,f DESIGNED DRAWN Si Apvr"( , - a , 8Y= I),N N 0 I 305' 30,5 - ----- NAME D1'N SCALE- 1 = 30 ,DATE - /(� - -- -- -- 0. DATE REVISION APPROVED J 54 r— P,4lo bErn%i , f 3' X 3' x " Cori c re- f;-_ /plash ,mac% Poured ".,I 1014e.e, r�nci Pi ii) 'Df? Acl//5 k i a S�C'fio� �. Boain Yz„ plp;ng A in Seef,or� , 19.0' Dye and Anoa'l6'+(\50ast-- Tay.k M O l e r +o p (7 r_1 isc6ar3e. L1+/2"PVC J Trans(rR►�p. P,P,ny ceQ Stci- (t';+e• Mi�tity� T31o+�er, Model LTBL� ir'rotl Model AF'33 i 19c)o rpm - Zhp regr. 2" Pvc p ping 'r"— 9Q -1 1� n i A "GINEERS, . 1%'w1,ARK—D10Tzm1m EIN A Division O�,� CRS GROUP ENGINEERS, INC. {,. :.. ,:• ..•, x.aAt". .._�Y: PI V�Iczs'i-� Trclatrner�%Tcar,ks N.T. 5. a ' Q.uJzc' oc- u�c',e h�Ie .aro, `'AO. L � 14 r `0 _) 3J 8" "i � ' Ciidm y' Mwe N. T. s. DAT E TO FOR PROJECT CONTROL 0 a -- � COPNOrdri4i'"I"'RUCT ION PLAN C ACTIVI TY DESIGNED BY: (NAME DATE SCALE, N.T. S. DRA'�VAi DATE90 ----- --- CHECKED BY: . APPROVED BY: JOB No. 6 8 0.0 0 r t REGIS RIUION NO: w. �J 0. DATE REVISION APPROVED a ANODIZINGDRAWING NO. -nUSSELL BROS. ALUMINUM & COATING INC, o Ap , 54 -COPAVALL 7 Ike" - `777;W-7-r-T- 0-11-7 "o, 70'1' •Kl Mx cogf- SLA'qs MEN/ 55'io 4,0 ��� zol. I v /I A 5t-A"016e-APEI:j AR CA A) e'o 0 Q z D (-'Ot-Ac Gig 3 jQ PAUA 10 Zr =Sll: 6 ol VEMOT16tAMO' NOR) 5��f) gu4 4 XX IG6 urt�'Ivld�i' AkE�A MOLC 0 t 6RAV, ALL bleW9-blz-!) 0, oo F X fE:)T- FLEA, 'Vizop. ELr--\/. PIZOR 50ILDIK6 PQD,P. 'Pmp-mlztl-T - wo-P, op-\q QW[c) „ , , , r , Jill Now - L D AD -j""o M RE 10 lu CLI laze 4t u Ir I a L►ME ON A.—M.U12sum gl� MMS � — -X= � VP // 2,s x "r 4.601ZO,S - YO T"\V,.C\r --44 T14\v--CLr 6 PAP, EF 200 A DKEAI�4v 400k :5 V 4 \If- mw 4Z CK.T t2dtog -f- I _9 IA ire OTILIT-f- 7 1 1- Fm P, �XIOEV 4000 Aft? 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