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HomeMy WebLinkAboutWWP2703259.1Lr)w 0 F- N N i O 00 C CL z Q W 3: LLJ 3-0 LEI Q Q Z Q V tQ IV ! � it II j THAT PORTION OF THE SW 1 /4 OF THE NE 1 /4 � II II I OF SEC MN 9, TWN 23 N, RANGE,' 5 E, W.M. I II { I1 I II STA 6+06,5RT 48" SSMH#4—TYP I RIM EL=426.00 INV EL=418.00 20' PRIVATE JOINT 26' PRIVATE INGRESS USE DRIVEWAY �c Bc EGRESS EASEMENT SrA 4+09.40,5RT 48" SSMH#3 rYP I UTILITIES EASEMENT „E OVER LOT 3& 4 I RIM EL= OVER LOT 2 INV EL=44� 41syi N 88.24 *10"' 463. 7' 196JLF-8"O PVC, S-4- ( b N88'24'10"mp 00 S �5 1 II II I 15 WA TER � II II I 262.01 —+- k EASEMENT II I 5' SLOPE Bc SIDEWALK x. _ � r_- MEASURED A T 5 =} --- EASEMENT REC. C N 6 PROP LINE 10'X10' WA TER ' I i NO. 7707140476 - ---- - - -- EASEMENT II II STA 4+80, 22'L T 11 II I � STA 1 +35.2, 5'L T STA 5+00, 221T 6" 0 SS STUB r'48" SS44H#1- 1 I II 6 " 0 SS STUB INV EL D417, V o cS` cS` b, BUILD OVER EX LINE I I{ I 3INV EL=4-3�a RIM EL=416.87 �4:I W ��, INV EL=409:07f �VRIF'Y ,II N I i1,,.,, �, CONTRACTOR TO LAYIN 11 ( I `t d- 8 EX. ELEV BEFORE LAYING i I II I C.) - PIPE. . STA 2+03, 30 RT STA 1 +57, JOW T " 6" 0 SS STUB 6" 0 SS STUB I It I 3 INV EL—*H7�5' INV EL=4-;~83-7�{Io9Z I I II I ° 00 'n L�C1.i1 - II I 00 11 II I 0 to ,S88 48 18 19 7.50 STA 3+30, 591 T La I ALONG SS LINE 4 K I 6" 0 SS STUB 10' BUFFER EASEMENT q, I INV EL=4- Q Q � 4 o REC. NO. 8001070450 _ off site area N� 121 N 10,467 s.f O N 0.24 acres w H. 1 STA 2+96.4 , 5'L T 0 O� W WA s i 048- SSMH#2 TYP l � RIM EL= A122.4v LNV EL 1414.0c� "AS —BUILT" NOTE: { 470 V AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY •0 I BY TOUMA ENGINEERS AND INFORMA 710N SUPPLIED l OVAL BY CONTRACTOR. N I o - Cl 0 z STA 2+96.4 6"0SSST7 INV EL=414. 9 RECOMMENDED 3 � ��40* i54P37 S a( ()I BY DATE APPROVALDATE MRAVOC » BY ATE BY DATESEill WER c.Z�l -"X' 32 $ C' i SCANNEC MAY 0 12006 IS% P�-S 3zo