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HomeMy WebLinkAboutPlans1 .1 1 1 L 1 N PLANT NORTH 300' { 1 1 1 { { lQ 0 1 1 BLM BOUNDARY { 1 Latrommiessj40' 60' SCALE: 1 "= 20' { LEASE AREA BOUNDARY N.200' { 1 4. / 'S -10I BD SILENCER S-100 STARTING GAS SILEN ST—C100 ENGINE EXHAUST S-201 BD SILENCER S-200 STARTING GAS SILENCER ST—C200 ENGINE EXHAUST STACK PROPOSED COMPRESSOR STATION PAD AREA N.1+0 4,41:)\ /— - Li od 0'I Y�t 0 IRRIGATION D NEWER Bim1 C7 --- _ _ N37,25' 0g 456.66 REVISION DESCRIPTION 0 0 BY CHK APP DATE REV 0 0 tai REVISION DESCRIPTION LION BY CHK 0 0 3 2 1 0 CLARIFIED 8L.M BOUNDARY ADDED TRAFFIC BOLLARDS ISSUED FOR CONSTRUCTION FINAL DRAWINGS MJM MJM SDO KLV ci\liPJS PJS PJS PJS APP i JPW JPW JPw PW CATE 9/9/13 9/6/13 6/23/13 6/20/13 0 0 1.43 PROJECT APPROVAL ISSUED DESCRIPTION PROJ DATE CLIENT CATE ISSUED FOR REVIEW DIED FOR APPROVAL ISSUED FOR CONSTRUCTION REVISED ISSUED FOR CONSTRUCTION V VJPW 6/20/13 9/9/13 0 0 L ENERA NOTES . SNOW STORAGE AREA IS ALONG THE SOUTH SIDE OF SITE. 2. ALL TRUCK LOADING/UNLOADING WILL BE DONE ON SITE. 3. CRANE STAGING AREA DURING CONSTRUCTION. 4. CONSTRUCTION MATERIAL STAGING AREA. 5. SITE LOCATION: NW Y4 NE Ya, SECTION 3, T7S, 6TH PM X>ede ENGINEERING SERVICES, LLC PROJECT NO.: CO 180 40 010 SPRING VALLEY COMPRESSOR STATION SITE PLAN AME: 1006137 DWG. NO.: SPV-000-101 114 LEACH CHAMBER (SEE NOTE 3) INV. EL. 7175'-8" LEACH CHAMBER (SEE NOTE 3) 16'-6" 4" CLEANOUT (SEE NOTE 2) / � �\f \'<\</' ✓ . g, FINISH GRADE EL. 7180'-0" k/>,%i`�`� ��%iw%✓`vi�v�wi�v�`�f'� �` �i�v��w����.v�%`:�`���,^���%%\\\�%\� N©f�``�j�\/�\\�� �, `, Vii`;,�j�i/���/�/�`rZE /�,�/�,��\�� SLOPES ���`��\� j��/,�i�I!��': \�,��j��\ � j \ \ \RUN FLAT j" `\r r\\%\%�\` \�\�, <\ \\ 30'-0" NTS L SEPTIC TANK 81_6■ PLAN SCALE: 3/8"= i' _C" SLOPE �r <,'4" PER FT S (Th 0 LEACH CHAMBER (SEE NOTE 3) SECTION -A- SCALE: 1/2"=1--C" k ) 1.71 FINISH GRADE EL. 7180'-0" ,L; s DETAIL SCALE: 11'=1 REVISION DESCRIPTION CHK APP DATE REV REVISION DESCRIPTION 10'-0" INV. EL. 7177'-1 3/4" n. r SEPTIC TANK (SEE NOTE 1) co SINK REST ROOM WC CONTROL/MCC BUILDING l / FINISH GRADE EL. 71801_0" > \SLOPE a ✓�\�'�\ i`'` \`\ : /i" PER FT< SECTION-:) O,. SCALE: 1/2"--,1' !!(: ) INV. EL. 71771-4 3/4" Bill of Materials Item Number Qty. UoM Size Description Model # 1 30 Linear Feet 4" PVC 2729 Perforated Sewer Drain Pipe PVC 30040P 0800 2 65 Linear Feet 4" PVC DWV Pipe PVC 04400 0600 3 1 Ea 4" 45 -Degree PVC Combo PVC 00501 1200 Wye Fitting 4 2 Ea 4" 90 -Degree PVC Elbow PVC 00300 1400 Fitting 5 2 Ea 4" 45 -Degree PVC Sewer Drain Sewer Wye 4P08 6 3 Ea 4" PVC Cap Fitting PVC 00131 1200 7 1 Ea 4„ PVC True Wye Belled Fitting 1034 -TY -04 8 1 Ea 1000 gal 1000 -Gallon Septic Tank 41721 9 2 Ea 2' Long 24" Manhole Extension A 62396 10 120 Cubic Feet 2" Diameter Pea Stone 11 185 Cubic Feet %"-2Y2„ Diameter Class 6 Gravel 12 1 Ea 250 gal Non -Potable Water Storage Tank TC35681C-2 General Notes: 1. The septic tank shall be surrounded by a 6" layer of 2" pea stone or smaller. 2.The pipe leading from the septic tank to the distribution pipes shall hove a slope of 1/8" per linear foot. 3.The distribution pipes shall be level. They will be surrounded by Class 6 Grovel; 3" above the pipes, 12" below the pipes, and 7" on either side of the pipes. 4.There are 3 cleanout wyes in the system; two extending from the upstream end of each perforated pipe and one located 5' downstream of the septic tank. Each will protrude 3" above the ground surface and be sealed with a removable cop. 5.All solid PVC pipes will be surrounded by 6" of gravel on all sides. 6.Ail material quantities are "neat" and do not include surplus needed for cutoff and waste. 7.See SPV-CIV-CALC-200 for Design Basis. CHK APP DATE FINAL DRAWING RL JPU FINAL DRAWINGS RL NU PJS 9/10/13 6/21/13 PROJECT APPROVAL ISSUED DESCRIPTION PROJ DATE CLIENT DATE ISSUED FOR REVIEW 1111111111 ISSUED FOR APPROVAL 1 � $ ISSUED FOR CONSTRUCTION tug REVISED ISSUED FOR CONSTRUCTION X>eder ENGINEERING SERVICES, LLC PROJECT NO.: CO 180 40 010 SPRING VALLEY COMPRESSOR STATION SEPTIC SYSTEM PLAN D. NO.: SPV-200-100 REV: 1