2006-11-21_REVISION - m1982015 - Laserfiche WebLink

Home Browse Search

cli R w a N ° N N 0 a U 3 d N n a 0 a w U d' Z Z n W 4845 4840 4835 4830 4825 4820 4815 U_Kr U , 1 4795 PI pox J — EXIST. FRONTAGE ROAD BRIDGE EXISTING GAS TO BE RELOCATED V INLET -A69 5' TYPE R INLET XG X�- —XG — — r Yr_XG— r_1 . -- U w 33 FL -FL x WCR 9.5 ROW DEDICATED BY SEPARATE DOCUMENT XG XG XG XG WCR 9.5 XG — ST. VRAIN LAKES \ PROPERTY LINE u 16 MEDIAN 33 FL -FL 1 . 3 � 3 XG XG x RELOCATED 6„ KERR M 3GEE GASLINE 3 ` 3 3 G XG 3 C 3 G — 3 LET -A70 3 3 3 3 3 G —G G IN 5' TYPE R INLET G G \ G G G G G G G G G — - -- 1 p 0 yEXISTING 8' MEANDERING_ PROPO — — — — — — — — \ r4 / / ` FL- CONCRETE —�VAO� 5 +00 _ 0= 82' FL" = —Err �ft � �7 +00 �yjfRi'g- 'rte �I�cR — — — _ aria /fa aaaa /a 6' INT�ERCEpTO i0 \ \ 140' R.O.W. ■ / /srintt/HE✓L/u /Ltl//J�N a OR DRAIN � � \ N I �► r- aaaaaaa a/a TRACT P LAKE EDGE a //aaaaaaa ■/ ///■ \ of �•• ST. VRAIN LAKES PROPOSED SLURRY W x FILING #1 '�►„� 000 000 £ 000 I I LAKE EDGE DAYLIGHT 6' INTERCEPTOR SOIL BACKFILL (COMPACTED DRAIN W RIP RAP OUTLET SUBGRADE FINISHED GRADE PROTECTION PER GEOTECHNICAL REPORT) 3 STA: 1 +00 OS: 0.00 INV. -4820 DEPTH / VARIES i l i / DAYUGHT 6 DRAIN W1 1 1+00 GEOTEXTILE FABRIC Q 6' DIAMETER n PERFORATED PIPE GENERAL NOTES: 1. APPROXIMATE QUANTITIES (PER LINEAL FOOT): 3/4' -1' GRAVEL 1.9 CUBIC FEET GEOTEXTILE FABRIC 6.5 SQUARE FEET 2. SLOPE DRAIN TRENCH AND PIPE A MINIMUM OF 0.4% TO A SUITABLE OUTFALL 3. MAINTAIN A MINIMUM OF 3- INCHES OF GRAVEL BELOW AND 6- INCHES ABOVE DRAIN PIPE. -150 0 125 50 100 SCALE: 1" = 50' ORIGINAL GRAPHIC SCALE \\ `FL 4' MEDIAN 45' FL -FL Q" \ �o INLET- A65 �VQ 5' TYPE R INLET/ INLET- A66 �" ,y0 \5' TYPE R LET x0 O INLET A67 10' TYPE R INLE� PROPOSED / •�� MON TORING — 1LLr.�SJ �2 —X—X— EXISTING FENCE v - &-- S - - -S— XG G XG XG XG XG XG — ST. VRAIN LAKES \ PROPERTY LINE u 16 MEDIAN 33 FL -FL 1 . 3 � 3 XG XG x RELOCATED 6„ KERR M 3GEE GASLINE 3 ` 3 3 G XG 3 C 3 G — 3 LET -A70 3 3 3 3 3 G —G G IN 5' TYPE R INLET G G \ G G G G G G G G G — - -- 1 p 0 yEXISTING 8' MEANDERING_ PROPO — — — — — — — — \ r4 / / ` FL- CONCRETE —�VAO� 5 +00 _ 0= 82' FL" = —Err �ft � �7 +00 �yjfRi'g- 'rte �I�cR — — — _ aria /fa aaaa /a 6' INT�ERCEpTO i0 \ \ 140' R.O.W. ■ / /srintt/HE✓L/u /Ltl//J�N a OR DRAIN � � \ N I �► r- aaaaaaa a/a TRACT P LAKE EDGE a //aaaaaaa ■/ ///■ \ of �•• ST. VRAIN LAKES PROPOSED SLURRY W x FILING #1 '�►„� 000 000 £ 000 I I LAKE EDGE DAYLIGHT 6' INTERCEPTOR SOIL BACKFILL (COMPACTED DRAIN W RIP RAP OUTLET SUBGRADE FINISHED GRADE PROTECTION PER GEOTECHNICAL REPORT) 3 STA: 1 +00 OS: 0.00 INV. -4820 DEPTH / VARIES i l i / DAYUGHT 6 DRAIN W1 1 1+00 GEOTEXTILE FABRIC Q 6' DIAMETER n PERFORATED PIPE GENERAL NOTES: 1. APPROXIMATE QUANTITIES (PER LINEAL FOOT): 3/4' -1' GRAVEL 1.9 CUBIC FEET GEOTEXTILE FABRIC 6.5 SQUARE FEET 2. SLOPE DRAIN TRENCH AND PIPE A MINIMUM OF 0.4% TO A SUITABLE OUTFALL 3. MAINTAIN A MINIMUM OF 3- INCHES OF GRAVEL BELOW AND 6- INCHES ABOVE DRAIN PIPE. -150 0 125 50 100 SCALE: 1" = 50' ORIGINAL GRAPHIC SCALE \\ `FL 4' MEDIAN 45' FL -FL Q" \ �o INLET- A65 �VQ 5' TYPE R INLET/ INLET- A66 �" ,y0 \5' TYPE R LET x0 O INLET A67 10' TYPE R INLE� PROPOSED / •�� MON TORING — 1LLr.�SJ E En D § pill KAT MAID It N.T.S. 9. 9 L E G E N D §� 0 0 00 PROPOSED WATER LINE W/ HYDRANT AND VALVE PROPOSED IRRIGATION LINE PROPOSED SANITARY SEWER W/ MANHOLE PROPOSED STORM SEWER AND INLET U.E. INDICATES UTILITY EASEMENT �i G. I- INDICATES GAS EASEMENT<<G;.`�NSK� �• r S INDICATES SANITARY SERVICE ^ • •.�� W INDICATES WATER SERVICE �: �. q • r 1 INDICATES IRRIGATION SERVICE co o C`� • a��I PROPOSED SIGN p — T T — EXISTING TELEPHONE LINE •� 2� — E E — EXISTING ELECTRIC ..•�3r OH EXISTING OVERHEAD UTILITY�h WM 04 EXISTING WATER LINE AND VALVE - .... XG EXISTING GAS LINE —G—G— PROPOSED GAS LINE USW WATERS OF THE US �2 —X—X— EXISTING FENCE �! - &-- S - - -S— EXISTING STORM SEWER EXISTING SANITARY �b z �G`�l�(X� ■� a� a� aw U E En D § pill KAT MAID It N.T.S. 9. 9 L E G E N D §� 0 0 00 PROPOSED WATER LINE W/ HYDRANT AND VALVE PROPOSED IRRIGATION LINE PROPOSED SANITARY SEWER W/ MANHOLE PROPOSED STORM SEWER AND INLET U.E. INDICATES UTILITY EASEMENT �i G. I- INDICATES GAS EASEMENT<<G;.`�NSK� �• r S INDICATES SANITARY SERVICE ^ • •.�� W INDICATES WATER SERVICE �: �. q • r 1 INDICATES IRRIGATION SERVICE co o C`� • a��I PROPOSED SIGN p — T T — EXISTING TELEPHONE LINE •� 2� — E E — EXISTING ELECTRIC ..•�3r OH EXISTING OVERHEAD UTILITY�h WM 04 EXISTING WATER LINE AND VALVE - .... XG EXISTING GAS LINE —G—G— PROPOSED GAS LINE USW WATERS OF THE US 15' 4. DETAIL PER SOIL ENGINEERS RECOMMENDATION �(TERRACON). 3/4 " -1„ WASHED L GRAVEL a CALL ENTER OF NCOLOFlRADO BENCHMARK: • I O 004024 O STAMPED BENCHMARK: P 329 1951 - ATS NORTHEAST O CORNER IB MIN. WIDT CALL 2 BUSINESS DAYS IN ADVANCE OF HIGHWAY 66 AND WELD COUNTY ROAD 11, 34 BEFORE YOU DIG. GRADE S FEET NORTH OF CENTERLINE OF HIGHWAY 66 AND BAYSHORE INTERCEPTOR DRAIN CONSTRUCTION DETAIL FOR THE MARKING of UNDERGROUND BAYSHORE DEVELOPMENT MEMBER ununES 3 FEET EAST OF POWER POLE. SIEGRIST CONSTRUCTION M- 1962 -015 ELEVATION = 4953.57 NAVD88. WELD COUNTY, COLORADO —X—X— EXISTING FENCE �! - &-- S - - -S— EXISTING STORM SEWER EXISTING SANITARY SEWER W/ MANHOLE �G`�l�(X� ■� a� a� aw PHASE LINE • �Pyt�'y�� PROPOSED UTILITY LOWERING PROPOSED INTERCEPTOR DRAIN 15' 4. DETAIL PER SOIL ENGINEERS RECOMMENDATION �(TERRACON). 3/4 " -1„ WASHED L GRAVEL a CALL ENTER OF NCOLOFlRADO BENCHMARK: • I O 004024 O STAMPED BENCHMARK: P 329 1951 - ATS NORTHEAST O CORNER IB MIN. WIDT CALL 2 BUSINESS DAYS IN ADVANCE OF HIGHWAY 66 AND WELD COUNTY ROAD 11, 34 BEFORE YOU DIG. GRADE S FEET NORTH OF CENTERLINE OF HIGHWAY 66 AND BAYSHORE INTERCEPTOR DRAIN CONSTRUCTION DETAIL FOR THE MARKING of UNDERGROUND BAYSHORE DEVELOPMENT MEMBER ununES 3 FEET EAST OF POWER POLE. SIEGRIST CONSTRUCTION M- 1962 -015 ELEVATION = 4953.57 NAVD88. WELD COUNTY, COLORADO y U Z O Q M M M u C7 CO .+ Z � Y Y U � L L) z O (n W of o .% m > V) a m Of w •% LL22 4) �