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i J <br /> � l I <br /> GENERAL NOTES: <br /> 1. DEFINITION: CERTIFY CERTIFICATION -A PROFESSIONAL'S OPINION BASED ON HIS OR HER <br /> OBSERVATION OF CONDITIONS, KNOWLEDGE, INFORMATION AND BELIEFS. IT IS EXPRESSLY <br /> UNDERSTOOD THAT THE PROFESSIONAL'S CERTIFICATION OF A CONDITION'S EXISTENCE RELIEVES JHL <br /> NO OTHER PARTY OF ANY RESPONSIBILITY OR OBLIGATION HE OR SHE HAS ACCEPTED BY CONTACT <br /> OR CUSTOM. CONSTRUCTORS <br /> 2. PER C.R.S. 18-04-508,ANY PERSON WHO KNOWINGLY REMOVES,ALTERS OR DEFACES ANY PUBLIC 9100 E Panorama Drive,Ste 300 <br /> LAND SURVEY MONUMENT OR LAND MONUMENT OR ACCESSORY,COMMITS A CLASS TWO(2) Englewood,CO80112 <br /> MISDEMEANOR. www.jhlconsttru to s.com6 <br /> 3. PER C.R.S. 38-51-106 "LINEAL UNITS DEPICTED ON THIS AS-BUILT SURVEY ARE U.S.SURVEY FEET. <br /> ONE METER EQUALS 39.37/12 US SURVEY FEET, EXACTLY ACCORDING THE NATIONAL INSTITUTE OF <br /> STANDARDS AND TECHNOLOGY". <br /> /\ RE: SHEET 7 4. SITE ADDRESS: 1632 CO. ROAD 82 CRIPPLE CREEK,COLORADO 80813. <br /> / \ <br /> 5. THIS IS NOT A BOUNDARY SURVEY,THIS IS NOT A LAND SURVEY PLAT.ALL INFO ON THIS AS-BUILT <br /> \ / \ SURVEY IS FOR INFORMATIONAL PURPOSES ONLY AND DONE FOR THE BENEFIT OF JHL <br /> CONSTRUCTORS, INC. <br /> 6. THIS AS-BUILT SURVEY IS BASED ON THE PLANS FROM ENGINEER OF RECORD: NEWFIELDS. <br /> SHEET A 120 STAGE A PIPING REVISED 08.08.23,SHEET A 140 STAGE A LEAK DETECTION LAYOUTS <br /> 7. BENCHMARK INFORMATION: JHL CONSTRUCTORS, INC. USED FOR ALL OF THE RECORD DRAWINGS <br /> \ I VERTICAL DATUM -CONTROL-JHL-8 ELEVATION = 10003.754 <br /> LEGEND <br /> AS-BUILT OF TOP OF LOW VOLUME SOLUTION COLLECTION FILL-MAJOR CONTOUR <br /> AS-BUILT OF TOP OF LOW VOLUME SOLUTION COLLECTION FILL-MINOR CONTOUR <br /> \ \ X POINT NUMBER— <br /> AS-BUILT HVP-CPEP 4" <br /> \ \ AS-BUILT HVP-CPEP 8" <br /> X421 \ '` / - —1 2 AS-BUILT HVP-CPEP 12" <br /> 28a <br /> 731420 / 363 10I / \ N 1 8 AS-BUILT HVP-CPEP 18" <br /> 287 427 473,/ 2! — j' P n7 =2Z4 AS-BUILT HVP-CPEP 24" <br /> 729 _ 419J \ X / \ I J 30 AS-BUILT SACRIFICIAL PIPE-12" <br /> 426 477 jWn <br /> — — <br /> 364 _ _ — <br /> I i\ 424 417 <br /> 429 737 �� .. \ r <br /> rt I I I I 24 <br /> 7394 � �4� �� � 44u 728 <br /> 416 \ ' � ?� I SURVEYORS STATEMENT <br /> �36g. ..� XN6 373 396 404 4os ./'/ \. / — — — — \ <br /> \ � _ ��. I,KARL E.CHESLEY,A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO,BASIS <br /> -per �357_ 74Y �� I ,Tc �X OF MY KNOWLEDGE,INFORMATION AND BELIEF,DO HEREBY STATE THAT AS A RESULT OF A AS-BUILT <br /> 212 / o �s 4� X SURVEY MADE UNDER MY RESPONSIBLE CHARGE IN SEPTEMBER 2023,TO NORMAL STANDARDS OF <br /> \ l/ CARE OF A PROFESSIONAL LAND SURVEYOR PRACTICING IN THE STATE OF COLORADO. <br /> �Q.370 l �'o �X734 �736 ��3 I "\44� 487 725 <br /> j. 'S I1 <br /> 740 371 o ':R ° 397 \X40 0 L <br /> - / <br /> o 372 392 X401 \ / —Xin O44 <br /> C <br /> 1374469 I <br /> 744 <br /> 457 \ 47 <br /> , �, 5,9 <br /> X45SX44" // <br /> - - � � / �4> <br /> I <br /> L <br /> 44 4M 7474 X475 ;Xx X539 f73a �6s6 �477 49 AN <br /> 71t� / <br /> By. KARL E. CHESLEY, P.L.S. 37054-300 <br /> _� x \ -- '^ 12 / FOR AND BEHALF OF JHL CONSTRUCTORS, INC. M <br /> 1 25., v , \� = _ —� \ 124is i2_. 1 _ <br /> 3d3 { 452^\ 7C4iF�\ — — — i I 2 _...�Cb43 <br /> 453 � r <br /> 466 <br /> 4 \320 �m I / \ <br /> 298 1 ru3 zn 2 269 / X \ /yam <br /> 2'2 16 7�- — ➢�F— — 1 — t�rz70 �:s4a 544 \ 537 `' J <br /> 675� 1 �C r / / %546 sss ss3 �511111 1'C ss7 sa <br /> � Ir- <br /> 6i4 677 , 2� 6e4 / // / / X6 x� Sn <br /> 306 678 \ 2s4 12 / ,/ / / / 00 <br /> 305 \ 473 / I 243 /X J� 7 /220a / / O <br /> 527 2 S � 3ibr Fsxt 12— 1 2—. 234 3 <br /> s00 <br /> ` 679 ` � — 2 <br /> 466 <br /> �C556 / / 206 \ 518 2a2 �<74s <br /> � X4s � �-246 <br /> � 75ti2 tit 574MO/ / ss1 \\ W <br /> / X N U <br /> 611117- X 570 577 516 <br /> `r / I 7C 601 573 <br /> sae X \ <br /> 40 307 1 248 I / / / s�4 / � 597 X 575 <br /> 40 \ JCSLL <br /> i-Ll�' j 53 / 757 ; 756 X 11 J W <br /> i -56e / / i` _ 609 O w <br /> \ / >/152 r� 261_� 755J r <br /> �\ -7�564 -561 r751 2(571 <br /> A51 / 562 X/ f� �<s6s \ XSS� <br /> f �b7 563 7 2S9g X599 /�`6U` \ <br /> LIMITS OF 80 MIL see r �su� .X \ .� 1 <br /> x51° <br /> GEOMEMBRANE an 314 /� X - X7W / / � �� 6a6-1 \ z (� w <br /> \ ;�;g 316 �X6os J <br /> 724 \\ 7(607 <br /> -667�a2a i 615 610 �JC666 <br /> 37l4-- �� _X O n <br /> _ <br /> \ , 616 <br /> 594 — �i25 326 <br /> � — <br /> �6a.t325 <br /> -—3z6 moo= — — <br /> 592 �j(653 <br /> X669 349 1 327 an _ LIMITS OF 80 MIL U <br /> �C66e \ 2-4GEOMEMBRANE <br /> �C663 \ f — 652 <br /> �C661 655J \ 33=\ y3U3 <br /> r399./�_ I/r64s <br /> — LU <br /> 6577 646 �X <br /> 647 \ <br /> \ W C` 642 <br /> � � 847 <br /> �641 � \ <br /> -,an <br /> �csa7 8 \ \ <br /> ' ' \ r� <br /> 6 <br /> 636 on <br /> ev <br /> 276 <br /> as <br /> 62a\\\ m\ �\l 78 Revision: <br /> \ \ 00 <br /> 262 \ <br /> /Xs9s <br /> 617 <br /> � 697 <br /> \ 7 699 / <br /> 12 - Y 267 <br /> 7e2 �"6-X05 1 High Volume Piping <br /> 2" As-built Exhibit <br /> JHL PROJECT#2205 <br /> DATE: 8/29/2023 <br /> SCALE: 1"= 100' <br /> ISSUED FOR: <br /> Sheet No. <br /> 8 <br />