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Home My WebLink About026-92 SP Windpointe at Waterstone Sec 1 Dev Planf i . it I WINDPOINTE t WINDPOINTE \ SECTION 3 \ I / 7as. o I , SECTION 4 2+17 \ 783.84 DO OF765.0 PAVEMENTJ - `� -- --- -7sa.o _=-� - � 20' MSE cm i91 67.0 `3'' Y I , o 769.0 ; 773.0 j I 15' DU&SE _' 20 181.41' 1 ; ; ---•� I yr}x o 6, - . _757. 5J + 768.0®O4% 90 L_J_T- 7740ASSUMED NORTH 25 OF SCALE. 1"=50'4, 10' D E W780.11 0' 00 133.99' 16 1 I> ___4. --- 75808.03 l / 79 - -- 1 z. ' � I� $L _ 0, G EAS G►>�N� 15 \ - 164.45 / --- r Detail ;� Ig,= o --- , Q % �'\ I "d 0 \ 1 "' 153.57' `� �� X "En price plan / -1 /- I _ i 765.0 0 I w , Se - - / }. 4 ' eel' 6' �('�` `! yam1 I 79,.0_ 0 793.0 �� 35' of , 2" {�cP O� -..;.., I _ p� 335.19'.13 " / ( )1.00%_ - ' * . - � ` � 1 1S DU&SE , (CLASS 0 � 8',os 3 � .` CQm� �� - - -63' OF 8" RCP '�' __ .•- 0 111 78 OF 12 RCP , �� N ,' ,a 5 (CLASS 3} ®0.50% �� g L; �0 (CLASS 3) ®1.00% C O%RE on Area / 778.a 0 7923 I1 16'� 3a v 0 88' OF 15" RCP - ` STS TO BE r - - - - - -�+^-� I b + t _ (CLASS 3) 0 0.65% %H 76s.o o / 99.12' _ w 2 1 _ . u3�... ED , - 62' OF 8" PVC `� / � ,63 g . 7,6• , h' 759.5 ti O T _ ^ \ / 1 77r 0 1.00% 110 \ / N - �p55 For Continu tion of cc z 1 1 99 t8 \ 0 1 1 793.0 40' B. /,80., 77. 7,2• w' p 1 1 �� -/ 4-4 (137�� >BS� `^6 %o Offsite Sanitary Sewer 765 r I AJ ` `� i� -� - _' - - �-- - v See 7 x„ 779.0 - r ti .0� i o+00 _,�• ^^ 4 ^ Sheet S 9 -3.40X. PVI LP 1 \ 1 �' DU&SE 78� 778.77 0 00 0+20 1+00 1+38.67 � .� __ _,,,. � Y � - 6' SSD --� 1+51.63 '� ----- ._ r r p V1 „2.45 i 77e.2 7 .90.......... _ 150' OF 15" RCP 775.08 �� '�00 , . �\ � (775.12) 4.45)s6 a5. - 7ea,° 77».7+ 3 (CLASS 3) 0 1.309; 103' OF 18' RCP 64.2 r >> x1.72' so ,e,.ze - °° rt,.83 o (CLASS 3 0 0.507. �� ., wry. \ / t \ Ss 7+00 3 � 18 ), " '� 10' OUSE 8 3 g0. i ,8, 90 � S -T ONE =� �- 150' OF 15« P " V ^� 195 �or 8 PVC YL N.P. 0 W _ ,e° �o ,,a.� - a RC /6 0.607 77e.1 ns. p\A 5+62.5 6+0 A _120% SQA - 01.3 / X / 98.21' L (, >>.qo 3t 4 /4 �_ 7 5+b0 E A �' ' I ( 31 0 2 i' ne.so -�`',c uN - 7s.s 4 SSD 1y 26 OF 18 RCP I RCP7e�g0 0 - 780 1 �4J 0 40' BL 6Gj. (CLASS 3) 0 0.60%^to.- t►'.a�tta�itt��. n 2 1 .0� I 188' OF , P VC s (CLASS 3) ®1.00% 15' DU E ,c .5 / 3 `�.� ,0 ►� - 12fi' OF 15 CP \ i 779. 79� ° - �,e a 779.9 _� ` G 00160% x CC �. _ - common (CLASS 3) 0 501 , � � � � � � 20.00 � 387' OF 8' PVC � � 1 , `�� o `� ^ � � 7s9.e �� ' / / _ ` .�c --• -. Are s , 776. S _ , .� 2 0 3.3�%i 5 / \ ` I r - a 778.8 f 12 781.3 l 78, �'' - O 00 / \ �- _ 140' OF 1 RCP / s �• 759.3 -- 211.47' - eo n 77 4 G ,. 0' OF 8« R / �;� '•• L - 111.73' 7 . 783.5 9 3Q /� 6 21 1 CP /�d'b �� '• 77&7 r i 15' DU&SE �� ,off �' \ (CLASS 3) 0 1.00Y v� .,�� ti�{......-•' 23 OF 8' 40' BL ° �i tY��• l f 0.45125' O ,s3.s 777.0o 779.0 F 8' PVC` •K� r r.,� �i ��\ _ � _,s, J,>~✓ I 9• S ` o o / ®0.45 ° 7 � �, -- p -� �}• ep 764.3 % h �,/1, / ' 779.2 f Dl1dcSE 783.2 1 247' C1E '775.0 15" RCP 2 ' f ' y ` - •. ; x (CLASS 3) 0 0.65% >,_ r -' 1 I r J 1 I Ls0.0777 7a3.o 776.5 xx •- / -- - - ,�„-:. 77x•0 `, 1 I I j if , f L 1 WINDPOINTE { SECTION 3 � i , l For Continuation ` 1 See Offsite ` Storm Sewer Sheet S-14 \ f GENERAL NOTES: 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SU'BCONTRACTOR'S RESPONSIBIUTY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFCRE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL WASTE DISTRICT SHALL APPLY FOR ALL SANITARY SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLFD WITH GRANULAR MATERIAL. 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMA nON PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY CCMPANIES SHOULD BY NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. SIDE WALKS SHALL BE NON -REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FCR WORKER SAFETY. 10. CONTRACTOR SHALL IM N;MIZE DAMAGE TO EXISTING TREES. 1 r 790.0 4 _ $ 7s,.o 10' DU&SE \ �`,+ S 7j5 ' 10' DO 2 / 743.0 yc 776 O O 40 BL 378-3.0 7 .0 757 6'SSD ZI 781. 24 292' of $' PVC ' t� ' + _ I � �- -yy ,8,.0 '-120oq� fO r 0 0.45% I N 1 o U71 U SE 01 � ion of 78Of f site- Storrn-=�wer191'OF12 RCP (CLASS 3) 0 2.9097 -,,See Sheet S-12 1 8 779.0 79.5 U I 3° g '1 � 1\95 i 1 n.5� t 7_7&5 40'BL IJ o 7g� - - 10 ° DU&SE _ - - - . � 1 � � �> ` 'STONEWICK _ 2 5 2+ .26 > 1 SECTION 2 0 1 776 42 o - `o. 26+00 26 0 OF 12" CP 1. 12 00' 777 (CLASS 3) 0 .45% 25 00 Oviv +'' 77 35 23+ 18 ` QASS ,5224 �O �,yJ j 777.7 LI�ENCN _MARK r 00 25 / j4.01i . ? 775.8 I u' '1 I .3.20�s- 23+ -% X53 1 ^ 15' DU&SE w + _rte 290' 0 8" PVC / TOM CUT ON SOU IHWEST CORN L 22+16.94 22+30 774.65 JC77 0) Z - I 1' 0 ' / / T ER OF _� 1 ®0.45 j L / / 1'6th STREET SRIDGF OVER 0001 CRFLK �_ i- 7 7 4.101 _ / / EI EV. -748.83 END 5OF } 6 42) 774y4� 20 OF 12" RCP PAVE(CLASS 3� 4 1f IrIE1+t1' t2o.00 10 _ j s /( 776 i 7?8.0 � " � ' C3 1_ ` ~ CENTERLINE OF 116th o 15' DU&S ` r ^ 3 / % V 3EN T SPIKE 0.'V 40' 26 // STREET AT HE NE CORNER OF THE Z O 1 N'JV _ 2 ' / 1/4 OF SEC. 33 T -18N -R4E Co Co 77�.� - A I / i / E1 EV. -786.14 0 1 11 1 w 118, OF 8" PVC (�9° � ��P► - { _ ) l I i 7610 I1 1 10' DU&SE' 1 _I 0 1.00% i lam, T 1 I 25' OF 12" RCP /110, \ / , ,1/15 &SE (cuAss 3) ®1.00 v ` v 1 0o �s ,- 155' OF 12° 1~CP 1 2a13��5.f' j1% 10' D'BcSf. �� h' i 4 (CLASS .) r.0c 2i, HO Y8, < , / �• HOLEY �tOLEY 8A - 21 -6,QU E 6"S D=> .. N 6, - ,\ 7+02.45FOR S FORM SEff_R,.� 75gp 0 - - �75-4 �� AND SANITARY SEXIER PAWMFNr / . _END OF , t / TABLES IND"`.F_E SHEET OI Qq r Con J"a t ion i 4 \ -See Offsitecy- o Storm Sewer Sheet S--12 TOPOGRAPHY BY LOBO AERIAL SURVEYS 1-800-382-5644 S cot UMIR(1S_ IN CALL TOLL FREE LEGEND _ Existing Storm Sewer ---+--- New Storm Sewer Existing Sanitary Sewer --� ----= New Sanitary Sewer °00 v - Existing Contour 000 Existing Elevation `000.0) New Pavement Elevations 000.0o] All Other Finish Elevations (000.00) Corrected Elevations Storm Structure Number Sanitary Structure Number -- Flow Arrow 000.0 Denotes Elevation and - Approximate Pad Size - 'M -T - - 6" Subsurface Drain w/4" Lateral Connection - - O O - Swale ( E ) (EX.) Existing Grade (match existing grade) ro6o.00 Swale Elevation (Flow Line) GENERAL NOTES: 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SU'BCONTRACTOR'S RESPONSIBIUTY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFCRE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL WASTE DISTRICT SHALL APPLY FOR ALL SANITARY SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLFD WITH GRANULAR MATERIAL. 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMA nON PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY CCMPANIES SHOULD BY NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. SIDE WALKS SHALL BE NON -REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FCR WORKER SAFETY. 10. CONTRACTOR SHALL IM N;MIZE DAMAGE TO EXISTING TREES. 1 r 790.0 4 _ $ 7s,.o 10' DU&SE \ �`,+ S 7j5 ' 10' DO 2 / 743.0 yc 776 O O 40 BL 378-3.0 7 .0 757 6'SSD ZI 781. 24 292' of $' PVC ' t� ' + _ I � �- -yy ,8,.0 '-120oq� fO r 0 0.45% I N 1 o U71 U SE 01 � ion of 78Of f site- Storrn-=�wer191'OF12 RCP (CLASS 3) 0 2.9097 -,,See Sheet S-12 1 8 779.0 79.5 U I 3° g '1 � 1\95 i 1 n.5� t 7_7&5 40'BL IJ o 7g� - - 10 ° DU&SE _ - - - . � 1 � � �> ` 'STONEWICK _ 2 5 2+ .26 > 1 SECTION 2 0 1 776 42 o - `o. 26+00 26 0 OF 12" CP 1. 12 00' 777 (CLASS 3) 0 .45% 25 00 Oviv +'' 77 35 23+ 18 ` QASS ,5224 �O �,yJ j 777.7 LI�ENCN _MARK r 00 25 / j4.01i . ? 775.8 I u' '1 I .3.20�s- 23+ -% X53 1 ^ 15' DU&SE w + _rte 290' 0 8" PVC / TOM CUT ON SOU IHWEST CORN L 22+16.94 22+30 774.65 JC77 0) Z - I 1' 0 ' / / T ER OF _� 1 ®0.45 j L / / 1'6th STREET SRIDGF OVER 0001 CRFLK �_ i- 7 7 4.101 _ / / EI EV. -748.83 END 5OF } 6 42) 774y4� 20 OF 12" RCP PAVE(CLASS 3� 4 1f IrIE1+t1' t2o.00 10 _ j s /( 776 i 7?8.0 � " � ' C3 1_ ` ~ CENTERLINE OF 116th o 15' DU&S ` r ^ 3 / % V 3EN T SPIKE 0.'V 40' 26 // STREET AT HE NE CORNER OF THE Z O 1 N'JV _ 2 ' / 1/4 OF SEC. 33 T -18N -R4E Co Co 77�.� - A I / i / E1 EV. -786.14 0 1 11 1 w 118, OF 8" PVC (�9° � ��P► - { _ ) l I i 7610 I1 1 10' DU&SE' 1 _I 0 1.00% i lam, T 1 I 25' OF 12" RCP /110, \ / , ,1/15 &SE (cuAss 3) ®1.00 v ` v 1 0o �s ,- 155' OF 12° 1~CP 1 2a13��5.f' j1% 10' D'BcSf. �� h' i 4 (CLASS .) r.0c 2i, HO Y8, < , / �• HOLEY �tOLEY 8A - 21 -6,QU E 6"S D=> .. N 6, - ,\ 7+02.45FOR S FORM SEff_R,.� 75gp 0 - - �75-4 �� AND SANITARY SEXIER PAWMFNr / . _END OF , t / TABLES IND"`.F_E SHEET OI Qq r Con J"a t ion i 4 \ -See Offsitecy- o Storm Sewer Sheet S--12 TOPOGRAPHY BY LOBO AERIAL SURVEYS 1-800-382-5644 S cot UMIR(1S_ IN CALL TOLL FREE