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Drawings,./� 25' PUBLIC '��'{"���> > ` ` 'UTILITY EASEMENT �+y�'` �1`it Y `p{ q g6 p,OAD ) ()F TWA a . t L i I n /+'• • o%f A -w" ur f ■ ■ • 7.00 L INK 25' PUBLIC 10.00' "°....- -- __o 4 R s Ao ®9'x2 ' =� o, FENCE, REF. SECURITY CH' PI UTILITY EASEMENT 1/2" I.R. �, 0 w cr is ,_1 7 pp FIRE LANE $ , 9'X2 STRIPPING, SEE - ©9x2 - - -" 7-741 4 $ Ac .00' .�, DETAIL SHEET C3.1 I I 1 � � ' �' ' 4 s AC IY J �S d• OT 6' WALK BUILDING $'A$' 4 -STORY STRUCTURE GROSS: 122,041 SQ.FT. FOOTPRINT: 33,003 SQ.FT. cr R AB O N . M ETCALF ,- ENGINEERING ACE 9 , y p _ 2 4 POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer @juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 2194174 SURVEYOR STRONG SURVEYING 1722 BROODMORE, SUITE 105 BRYAN, TX 77802 OFF: (979) 776 -9836 FAX: (979) 731 -0096 - �. oil Ell �.. 1 6• WALK CL ` - "'- ®� ✓ ww • . �I •, AMBULATORY H/C (TY 1), SEE - DETAIL SHEET C3.1 - - LECTRICAL TRANSFORMER PAD p `,c ION PUGH ®RI STREET °� Q STEPHEN KLEE 1 PRS TEXAS A &M, LLC W ,. iii• • �.. ! • 88 583, • 004 Q �II ,. • �'M�J = �r z o Q O R Tw SIG ' AIL SHEET C3.1 609'- ADJACENT RIGHT I (TY 1 SEE DETAIL 694' - % ADJACENT LE TYPICAL FEN REF ARC (MAJOR COLLECTOR) , . H. PLANS .� ( 2 PUBLIC 0 IT IS NOT TO BE USED FOR CONSTRUCTI BIDDING OR ����/ ��'' H/C DRIVEWAY RAMP Q PLANS PERMIT PURPOSES. 69 '- OPPOSITE RIGHT 4 - w 1 ��• UTILITY EASEMEN 1 ii, 1 0 w:3 z o - - -- - - - - - - � Chi C , r _ _ � : , ° (� _ . _ . z ,z _ _ _, ., ._. , _ . _ ., _. � ► ENTRANCE, SEE DETAIL SHEET C3.3 4 _ _ _ _ _ _ _ _ _ '- , ® t _ . ! _ . LT = 0 5 0 0 uj Ix ON am< W 20' PU UTILITY -EASEMENL, n ■L �. • ;. � � '. �'. F _._..�i it ,,,,,,,,are ■ 7 ROD IRON 1 pA 1i -ARCH PLANS .� HANDICAP PARKING ROW VL SEE �t � '� • ■�. DETAIL SHEET C3.1 � • � . • • Y� i • ..... tit: =• - - � _ � _ I�1i ■I xi ' ■ G OT 6' WALK BUILDING $'A$' 4 -STORY STRUCTURE GROSS: 122,041 SQ.FT. FOOTPRINT: 33,003 SQ.FT. cr R AB O N . M ETCALF ,- ENGINEERING ACE 9 , y p _ 2 4 POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer @juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 2194174 SURVEYOR STRONG SURVEYING 1722 BROODMORE, SUITE 105 BRYAN, TX 77802 OFF: (979) 776 -9836 FAX: (979) 731 -0096 - �. oil Ell �.. 1 6• WALK CL ` - "'- ®� ✓ ww • . �I •, AMBULATORY H/C (TY 1), SEE - DETAIL SHEET C3.1 - - LECTRICAL TRANSFORMER PAD p `,c ION PUGH ®RI STREET °� Q STEPHEN KLEE PRS TEXAS A &M, LLC W ,. iii• ®� AMBULATORY H/C (TY 3 }, SEE DETAIL SHEET C3.1 �.. ! • 88 583, • 004 Q �II ,. • �'M�J = �r z o Q O R Tw SIG ' AIL SHEET C3.1 609'- ADJACENT RIGHT I (TY 1 SEE DETAIL 694' - % ADJACENT LE TYPICAL FEN REF ARC (MAJOR COLLECTOR) , . H. PLANS ;CN •: IT IS NOT TO BE USED FOR CONSTRUCTI BIDDING OR to ��'' H/C DRIVEWAY RAMP Q PLANS PERMIT PURPOSES. 69 '- OPPOSITE RIGHT 4 - w 1 0 I 1 ii, 1 Ll.l w:3 z o - - -- - - - - - - � Chi C , r _ _ � : , ° (� _ . _ . z ,z _ _ _, ., ._. , _ . _ ., _. � ► ENTRANCE, SEE DETAIL SHEET C3.3 4 _ _ _ _ _ _ _ _ _ '- , ® t _ . ! _ . LT = 0 5 0 0 CIVIL SITE NOTES. DIMENSIONAL CONTROL NOTES: PARKING REQUIREMENTS: 1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS: 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE LAN FOR CONSTRUCTION �. y ORDINANCE: C1.OA & C1.08 - EXISTING SITE, DEMOLITION & SWPP PLAN STAKING PURPOSES. NEITHER RABON METCALF, P.E. NOR RME TAKE RESPONSIBILITY OR LIABILITY TEXAS A &M PO LF Q� MULTI - FAMILY DWELLING: C1.2A & C1.28 - PAVING, & GRADING PLAN FOR THE ACCURACY OF DATA GENERATED FROM THIS ELECTRONIC FILE. UNIVERSITY o QP� 1 BEDROOM = 1.5 SPC. C1.3A & C1.3B - CIVIL ON -SITE PRIVATE UTILITIES PLAN e s ��� 2 BEDROOM = 1.25 SPC. C1.4A & C1.4B - LANDSCAPING PLAN 2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB. of G� C2.1 - WATER LINE "W1 "- PLAN /PROFILE: STA. 0 +00 to STA. 8 +40 W DEXTER s �o (BR<130 S.F.) C2.2 - WATER LINE "W1 "- PLAN /PROFILE: STA. 8 +40 to END 3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG THE BACK OF CURB OR 2'0" OR NOT T >3 BEDROOM = 1 SPC. C2.3 - WATER LINE "W2 "- PLAN /PROFILE: STA. 0 +00 to STA. 8 +40 4'0" ALONG EDGE OF SIDEWALK (INSIDE OR OUTSIDE RADIUS RESPECTIFULLY). s� P` qs 6_1 REQUIRED: ���� C2.3 - WATER LINE "W2 -W5" - PLAN /PROFILE yi Q o 0 - 1 BEDROOM = 0 SPC. 4. THE SECURITY FENCE TYPE AND LOCATIONS SHOWN ARE FOR REFERENCE ONLY. THE o �,`' F ���' M F 80 2 BEDROOM = 200 SPC. 2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN CONTRACTOR SHALL REFER TO THE ARCHITECT'S SITE PLAN FOR EXACT LOCATION AND TYPE FOR PROJECT °,S e 96 - 3 BEDROOM = 288 SPC. THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. FENCE, GATE AND ACCESSORY CONSTRUCTION. SITE REQUIRED = 872 SPC. �qti �� 96 -4 BEDROOM = 384 SPC. �° � w`N O� O Ro 3. THIS SITE DOES NOT LIE' WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY c Goo o ,�, Fs F.E.M.A. FIRM COMMUNITY PANEL NO. 48041 0144C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. �P y � y y PROVIDED: 844 STANDARD SPACES 4. ALL ROOF & GROUND - MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR 12 REGULAR H/C SPACES �,. ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -OF -WAY OR RESIDENTIAL DISTRICT 16 VAN H/C SPACES WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. TOTAL PROVIDED = 872 SPC. THIS SCREENING SHALL MAINTAIN A UNIFIED APPEARANCE. 5. DESIGNATED PARKING SPACES, WALKS & RAMPS SAHLL MEET ALL ADA & ANSI STANDARDS. c 6 A TOTAL OF 272 DWELLING UNITS ON THE SITE (13 801 ACRES O - � �.. 1 6• WALK CL �vo "'- ®� ✓ ww ELECTRICAL IN LINK SECURITY TR OR ER PAD AMBULATORY H/C (TY 1), SEE - DETAIL SHEET C3.1 - - LECTRICAL TRANSFORMER PAD p `,c ION PUGH ®RI STREET °� Q STEPHEN KLEE PRS TEXAS A &M, LLC W F NCE, REF. ARCH. PLANS CABLE PEDESTAL TYP I C AL ®� AMBULATORY H/C (TY 3 }, SEE DETAIL SHEET C3.1 vG OD IRON SECURITY (65 RIGHT -OF -WAY) SIGN Q �II FAX: (770) 642 -3726 �r z o Q O R Tw SIG ' AIL SHEET C3.1 609'- ADJACENT RIGHT I (TY 1 SEE DETAIL 694' - % ADJACENT LE TYPICAL FEN REF ARC (MAJOR COLLECTOR) , . H. PLANS = ®,. to WIDE GATE /CARD H/C DRIVEWAY RAMP Q w IRE H ESS, REF. ARCH PLANS 69 '- OPPOSITE RIGHT 497' - OPPOSITE LEFT TY 1 SEE DETAIL SHEET C3.1 w �- 0 I FlRE LANE SIGN, ' Ll.l w:3 z o - - -- - - - - - - - - - - TYPICAL GATED DRIVEWAY DETAIL S HEET C3 .1 _ _ _ _ _ _ _ (f' ° (� � � 0 m o 0 ENTRANCE, SEE DETAIL SHEET C3.3 _ _ _ _ _ _ _ _ _ '- ® 0 (/) = 0 5 0 0 uj Ix ON am< W CIVIL SITE NOTES. DIMENSIONAL CONTROL NOTES: PARKING REQUIREMENTS: 1. CONSTRUCTION IMPROVEMENTS FOR THIS SITE IS ALSO CONTAINED ON SHEETS: 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE LAN FOR CONSTRUCTION �. y ORDINANCE: C1.OA & C1.08 - EXISTING SITE, DEMOLITION & SWPP PLAN STAKING PURPOSES. NEITHER RABON METCALF, P.E. NOR RME TAKE RESPONSIBILITY OR LIABILITY TEXAS A &M PO LF Q� MULTI - FAMILY DWELLING: C1.2A & C1.28 - PAVING, & GRADING PLAN FOR THE ACCURACY OF DATA GENERATED FROM THIS ELECTRONIC FILE. UNIVERSITY o QP� 1 BEDROOM = 1.5 SPC. C1.3A & C1.3B - CIVIL ON -SITE PRIVATE UTILITIES PLAN e s ��� 2 BEDROOM = 1.25 SPC. C1.4A & C1.4B - LANDSCAPING PLAN 2. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB. of G� C2.1 - WATER LINE "W1 "- PLAN /PROFILE: STA. 0 +00 to STA. 8 +40 W DEXTER s �o (BR<130 S.F.) C2.2 - WATER LINE "W1 "- PLAN /PROFILE: STA. 8 +40 to END 3. UNLESS OTHERWISE SPECIFIED, ALL RADIUS ARE 4'0" ALONG THE BACK OF CURB OR 2'0" OR NOT T >3 BEDROOM = 1 SPC. C2.3 - WATER LINE "W2 "- PLAN /PROFILE: STA. 0 +00 to STA. 8 +40 4'0" ALONG EDGE OF SIDEWALK (INSIDE OR OUTSIDE RADIUS RESPECTIFULLY). s� P` qs 6_1 REQUIRED: ���� C2.3 - WATER LINE "W2 -W5" - PLAN /PROFILE yi Q o 0 - 1 BEDROOM = 0 SPC. 4. THE SECURITY FENCE TYPE AND LOCATIONS SHOWN ARE FOR REFERENCE ONLY. THE o �,`' F ���' M F 80 2 BEDROOM = 200 SPC. 2. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN CONTRACTOR SHALL REFER TO THE ARCHITECT'S SITE PLAN FOR EXACT LOCATION AND TYPE FOR PROJECT °,S e 96 - 3 BEDROOM = 288 SPC. THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. FENCE, GATE AND ACCESSORY CONSTRUCTION. SITE REQUIRED = 872 SPC. �qti �� 96 -4 BEDROOM = 384 SPC. �° � w`N O� O Ro 3. THIS SITE DOES NOT LIE' WITHIN THE 100 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY c Goo o ,�, Fs F.E.M.A. FIRM COMMUNITY PANEL NO. 48041 0144C, WITH AN EFFECTIVE DATE OF JULY 2, 1992. �P y � y y PROVIDED: 844 STANDARD SPACES 4. ALL ROOF & GROUND - MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR 12 REGULAR H/C SPACES �,. ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT -OF -WAY OR RESIDENTIAL DISTRICT 16 VAN H/C SPACES WITHIN 150 FEET OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE THE GRADE. TOTAL PROVIDED = 872 SPC. THIS SCREENING SHALL MAINTAIN A UNIFIED APPEARANCE. 5. DESIGNATED PARKING SPACES, WALKS & RAMPS SAHLL MEET ALL ADA & ANSI STANDARDS. c 6 A TOTAL OF 272 DWELLING UNITS ON THE SITE (13 801 ACRES O - � � U � J� CL �vo < to C) ' CLIENT INFORMATION STEPHEN KLEE PRS TEXAS A &M, LLC 11040 CRABAPPLE RD. ROSWELL, GA 30075 OFF: (770) 642 -3720 FAX: (770) 642 -3726 FILENAME: 0187SPIA SCALE: 1"=30' ISSUED DATE: MAY 24, 2004 • ) YIELDS A DENSITY OF 19.71 D.U. /ACRE. �J5 LN y ° F 2 � DRAWN BY: R.A.M. CHECKED BY: R.A.M. 7. SEE SHEET C1.1B FOR CONTINUATION OF CIVIL SITE PLAN. G�pQ <�o ��`' �`1 �qs FIELD BOOK: N/A PAGES: N/A �Z � �P�P 8. SEE CIVIL DETAIL SHEET C3.1 FOR SITE AND PARKING MISCELLANEOUS DETAILS. RABON METCALF ENGINEERING CLIENT N0. PROJECT N0. 154 - 0187 On ti 1,-� -1 `� VICINITY MAP � o � �`� Z) ���-� - ma_ QI.s �� SHEET N0. 3 OF 20 ..►- !fT rw 1 .1 LLB ®R� A'RT AQ W � . cN1 AJO� [`.I�IC � R A'LRO A ... ! n e UT r �! \ i W W W W W W W W i •� ` W W UTILITY EASEMENT 0 UT :- •K a w� U T — _ w � I � �' � '°'-; � ��. ?[_I �,,.. W ."" --- ...�•�- --- ` _...st1— '""' -�' �_ ® �` - - - -- , I'i =� �:._• 1 =, I. �� � \ W W ii i � W s� .�' � \\4- . — --•� A rr; I �= �-I _�rI - i �+ w w _ ,p.. — I — W a=:- i I_— U _ I 1 e ( —! ! ! \ i i ".... M�r(\ ' ALK I — I 1--� 'I � W W W W w _SD ® '' c 1 t —! ! I ! ! I. \ I w �- ' ® ®® I : I I 'S LL 'Ix� II ( — I I W i W yi i i _ �{� Ll '- w ._ W ...�� r— .� w nr. �✓..� t -.., w.+.�/ ®® ! !-! I i r:I I I I I I— ( -.n� $ i i ,( I ri .r SD T t . LIMIT ®INE _so FR ®® ® ! I ( �- I i 'ICI - � ( -� I - - I 1 50' O " ® I 1 ®® _ I � ® s 11.. -_� - -I I I ®® amon It �I a -- w -- w -- w -- w -- w D. R -4 & M -1 ��„ (p_ "��) I ` —I WWW \ \\ rI �• i \ �W I I II�, T ii �f, �W W i i W� \\ 8' WALK �E W i W W W W !' -! ! ��`� !\� I I - -! - i W •Y� W W W i W W ( 1 - I I- ( • ITT —) I � —I��}i CI ���I ! !— \ , \� W W i i v� \ i W W I I I I l i - f i ll I I I I I I I I 1 1 1111 1 1 1 1 1 1 It ' I I I I I I I i W i W i i 4' WALK 15' PUBLIC UTILITY EASEMEN wo ®® ®! IN ® ® ® II ® ® ®® ® ® ® i WWWW\i Z'Jti i TREE LIMIT LINE 50' FRONTAGE TREE LIMIT LINE av mu mur i t — — — SD — — SD — — SD El � � �'D— . —SD— —SD— r. � —W— —SD -3 — SD — — SD — —SD — —M— —SD — —� .'Z � I I l' t J I I ► i I I I, !— I — i I _ L _— -) i,� f ((_ ,S► i -- w w -- w � L_I;,. w -- w -- w — 11.1 - 01`1 -- w -- w -- I � w w -- w — iii w -- w -- w — -�nl w -- w w I _ -- w w -- w 6' WALK 6 WALK r Q • ,$ w , g•w -, 8 °w , a..w 48"w 11ev 118N �s 'w s °w .18 •w • g,w , 8 .• w . a .. w ia•'w - s w s 'w , s u w MARION PUGH DRIVE (MAJOR COLLECTOR) r TREE PLANTING NOTES: 4' OR 6' O AS SPECIFIED ON PLANS ° — — �► $ - w CID a ••w MARK SLEEVING 1. STAKE ABOVE FIRST BRANCHES OR ��,, LOCATION w / "x2" AS NECESSARY TO PREVENT AGAINST r 4 OR 6' PINE BARK MULCH GALVANIZED SLIPPING OF RUBBER HOSES. ° 0 TOP OF MULCH TO BE ECI�F �PLA (MINIMUM 2 THICK) CARRIAGE BOLT 2. PLANT SO THAT TOP OF ROOT BALL BELOW WEEP HOLES IN w c� c, J"x4" STEEL EDGE (OPTIONAL, IS EVEN WITH THE FINISHED GRADE. r r>, BRICK WALL ° �`'� C �' o EXCEPT AT CURBS & SIDEWALKS), r 12 GAUGE GALVANIZED X x4" STEEL EDGE r" C(w, %1j �, ° � 3 COLOR SPECIFIED BY ARCHITECT WIRE ENCASED IN 1" O (OPTIONAL, EXCEPT AT '�,, PINE BARK MULCH v , a 0 RUBBER HOSE 3 x BALL DIAMETER CURBS & SIDEWALKS), c (MINIMUM 2 THICK) 0 (.l2 %' FINISH GRADE COLOR SPECIFIED BY a G� `U 2 "x2 %8" PINE STAKES (5' MIN) ARCHITECT ° a �3 ° - - -- OR METAL "T" POSTS �,, o a o FINISH GRADE (MINIMUM OF TWO) PINE BARK MULCH z (MINIMUM 2 THICK) NEW TOPSOIL w /FERTILIZER (MINIMUM 8" DEEP) TREE PLANTING N.T.S. M \ \\ \ \� \N•. NEW TOPSOIL (MINIMUM 6 THICK) 1 111flaawi Z11111 T , 1 I ■ 1l i � I I INS 1 ^y. VI I I , I r� I ®e z N / /�\ / /�\ /� ROTARY TILL (12 DEEP) MIXED TOPSOIL (Y2 TOPSOIL, COMPACTED SUBGRADE AND Y4 DECOMPOSED PINE BARK REMOVE AS NECESSARY FOR MULCH, Y4 COMPOST) PLANTING MATERIAL F SHRUB PLANTING @ BUILDING N.T.S. W l�T1H EASEMENT Iii i W i W i \�{`• 5 PUE II _ -1 ` �I Ell \ iiiii �b� !! 1 = 1 I! -! I I- I Ell i—� ;.��! 11 1 ! 1- 11 > \�- !!,�„� , . \\ \ \ \I i W i i W �� i i 5' PUBLIC UTILITY EASEMENT __� I I 1 I -I 1- I I -! ( 1 -I I I i/ I 1 \ I! '' ��i' W J• W W W i W 'i-�I111�1 III -!il= I II =�I wA I. EXISTING \ FIRE HYDRANT � .{, \ \ f- -` —�'— \ \ Y MM _ so �.r� _S D ; I�. {� - - � \ W i W W \ W i W \\ \ WWW W •Y W .Y W W W Y. �. am./..... r+ ..+.� J 'r. •� \ 1 � / �i W W i \ W W i W i W I, Iq W _ .so — — �' I 'I I V W A Y W W W W W W W W C/�L ED: 17.4422 AC. � ...�_s 1 1. , \ �i W i W W i i \ M 8 18!v — Ww \ \ I PLACE BOLT IN CURB IF NO SIDEWALK IS SPECIFIED SLEEVING (SEE PLANS FOR SIZE & TYPE) SLEEVING N.T.S. 525 - PCP (S& R ABoN ETCALF E NGmERmG POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer @juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 219 -4174 SURVEYOR STRONG SURVEYING 1722 BROODMORE, SUITE 105 BRYAN, TX 77802 OFF: (979) 776 -9836 FAX: (979) 731 -0096 PRELIMINA THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY. OF RABON A. METCALF, P.E. NO. 88583, ON MAY 24, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. - .. (f) EXTEND SLEEVING 24" (MIN) Z BEYOND PAVEMENT & SEAL °–° TAPE OPENING (BOTH ENDS) SLEEVING (SEE PLANS FOR SIZE & TYPE) SLEEVING N.T.S. 525 - PCP (S& R ABoN ETCALF E NGmERmG POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer @juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 219 -4174 SURVEYOR STRONG SURVEYING 1722 BROODMORE, SUITE 105 BRYAN, TX 77802 OFF: (979) 776 -9836 FAX: (979) 731 -0096 PRELIMINA THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY. OF RABON A. METCALF, P.E. NO. 88583, ON MAY 24, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. �— —' I �� _ _ �i7 ( —I , (— III —III I ( —III —) ! —1 ( 1 -1�— ° I If �� —'�I i� -1 �� I= i - _ _ ) I � 1'°i i I i 1 I i I 1 i i``�`I� 1 l i i I i I _ � — - = i 171 = _ _ _ _� - - .-: ► — �� I — I— EM1 9 I I= r 1 =1 ! ! —! ! I —! ! ! I I !_! ! != I I- =! ! I — 1_! , I —I I I_! I !_III —I I ! -1 I !— III —I i i=' !_�! ! I ll!—, ! —! 1 -1 I -1 I —1 I I -1 I I -1 I I- i_I_i i i I 1, , 1 1- 111_1,1_,1, —III „ I „ „ „ (f) >X � u W LLI ''^^ N Q VJ IZ :D 0 a M ~ m 0 1 � CL cr. Ljj z W J T Cry U Z F_ m00 �0 �0 0 Q �mm cr (� Z ( n :2 � ¢ J Q Q O .j 12L Lo _j UJ 00 in 0 0 �— —' I �� _ _ �i7 ( —I , (— III —III I ( —III —) ! —1 ( 1 -1�— ° I If �� —'�I i� -1 �� I= i - _ _ ) I � 1'°i i I i 1 I i I 1 i i``�`I� 1 l i i I i I _ � — - = i 171 = _ _ _ _� - - .-: ► — �� I — I— EM1 9 I I= r 1 =1 ! ! —! ! I —! ! ! I I !_! ! != I I- =! ! I — 1_! , I —I I I_! I !_III —I I ! -1 I !— III —I i i=' !_�! ! I ll!—, ! —! 1 -1 I -1 I —1 I I -1 I I -1 I I- i_I_i i i I 1, , 1 1- 111_1,1_,1, —III „ I „ „ „ 4 1 1 1/2" I.R.- N 63 46' 43" E 25' PUBLIC 10.00 UTILITY EASEMENT 1/2" I.R--, 2 Ut _ s � ... o.• I . r (� 6 „S UT - - .... 6 ,. ss '".- -- cam." �- come _ _ _SD- - _'D-" -`' _ so_ _ SD FRONTA SEE EIM � i w s- -�".. -A W ® - _JSD a Gauge 1 � �� Ill ►,� V III o N (- CAR WASH/ i - RESTROOM FACILITY POOL PLAZA M _ PUBLIC V! UTIUTY EASEMENT . 20' w z _ ON v� O CJ J Q in w r O 0 ~O - N J 1/2 I.R. f w /CA -/ EX. 6' WALK - 6 "W - 6 "W a 3 in 3 : to 3 3 15' PUBLIC 111LITY EASEMENT s � c..__.,. �..� o a F - 1' 1 ": t 6' WALK -4a "w s "w 3 IRE HYDRANT �o 6"W - - 6 °w 6 •• w ELECTRICAL TRANSFORMER PAD CABLE PEDESTAL -1s "w 1s"w 1E �im �^ -sD- FAX - (9 9) 690 -0329 S, 79 S, 26• 3 1 -- .--- ''- �°I= 1 =1 I LEI i i G) I -I . I- (I -III -I =' i i I. - w - w - - I .._ _ .. sD- "' s s CELL - (979) 219 -4174 gaimp 11� =1 I I - h ► !_ -!, I: IS i i 11 =) I i- ' i f w -- _ _SD- - s _ _ _ _sv- - w _SD- '" � 50' FRON ®A � ®tMij L►N ®® ®® m oss SURVEYOR =1- i I _ - - w _ _SD- "' ® ®® STRONG SURVEYING w _. w s® s 1 I i - 1722 BROODMORE, SUITE 105 w -- - ._._ , _ _ _ _ _SD , ®® , -I I =I i 1 =1 i 1=1 I 1 =1 I I _ -- � ® BRYAN. TX 77802 _ _ �-� - III - III -I I 1 =1 I I - i 1 =1 w - - _SD- ®s s ®® - '� i= { I! I I I = I I -1 I =IiI_ OFF: 979 776 -9836 ;' 0 050 _SD .► _ ® aE ® , - i I f - I i I Y - iii-- i ®� 11 -1 i I -111 =1 11 =1 I i �i =1 I - I 11 =1 11 =1 11 =! I I -i I I -I FAX: ts7s) 731 -0096 -�' - -® �' -_ III - i -1 I -111 =i 1 I -I 11 =1 I I - 11 =' 1 =1 I i i, I I_ l= IcI I I -1 I I -i f f -1 I I _ "S " ®, PAGE TREE LIMIT I tNE ' ( 1 = Gomm ." -�' � ® 50 FROM II (i( a -1 1 =1', ► =111 =iII =1 I I -III =1 I I -iIi =III =1 I I =1 I 1 I I -111 - , I Iii I it 11 -� -111 = III -1 11 -1! 1 -1 I !=i I! -1 i I -1 11 =1 I i - i - i f !-1 I I -I ! 1 -1 I I-! I I_ I I I -I I -1- -1 11 =I 11 -1 -1 I ',tea -1 11 -1 11 -i I ►. -1 15' PUBLIC UTIUTY EASEMEN x WS 20' PUBLIC UTIUTY EASEMENT UWE-, 1 t 1 i ,SS 1 wAL 6' WALK -' - -p # ALK BUILDING "A" 1 111_111 - I ab kith I I -I I i -I 11 7 WALK 4 WALK =" j I r' I I =1 l i =1 I I =`� 1 i•h � 11 I��I I I -1 I i- - 6' ss ®s ®s ss ss se ss ss ss I ®® ®s ss ®s � 50' FRONTAGE TREE LIMIT LINE m __SD ___SD_ �__sD ____SD_ -SD ____SD 13 __-SD ____SD ____ SID ____SD _ __SID ____SD ____SD ____SD ____SD 13 _ M .1 w -- w -- w 1�--- _� I -- w -- w -- w I =, w -- -- w - i�d ' -- t w -- w ' x, w - w -- w (lK; 'I a IA I 1 I �8"w 1.s"w 1s "w 1s "w ' sW - s "W - s"W s "w - - s "w 6"W - s "w - s =w s "w LANDSCAPE SCHEDULE SYMBOL NO. OF SIZE BOTANICAL COMMON TYPE NOTES POINTS _ _ _ _ i : ' : _S N PLANTS POST OFFICE BOX 9253 NAME NAME _ - I - w "- --- -"" COLLEGE STATION TEXAS 77842 EMAIL: 42 2.1" TO 3.4" QUERCUS WATER PROPOSED 30 GALLON '3 6300 rmengineer@juno.com 35' PUBLIC UTILITY EASEMENT CALIPER NIGRA OAK CANOPY TREE oc.o. CLEANOUT u 38 2.1" TO 3.4" ULMUS CEDAR PROPOSED TREE 30 GALLON �JU 5700 -- - - - - -- EASEMENT LINE CALIPER CRASSIFOLIA ELM CANOPY In W :5 0 U s"w 2.1" TO 3.4" ULMUS PARVIFOLIA LACEBARK PROPOSED 30 GALLON 11400 76 CALIPER SEMPERVIRENS ELM CANOPY TREE O 258 15 GALLON LAGERSTROEMIA CREPE V PROPOSED NON- CANOPY MAX. 4' SPACING .25" CALIPER PER CANE 10320 INDICA MYRTLE TREE RED OR DK.PINK CeLOR 210 5 GALLON ILEX CORNUTA BUFORDI DWARF D PROPOSED SHRUB MAXIMUM 3' MAXIMUM [b 2100 NANA HOLLY 0 877 5 GALLON RAPHIOLEPIS INDIAN PROPOSED 3 M AXIM SPA CING (u� 8770 INDICA HAWTHORN SHRUB CLARA WHITE WALK m \ LECTRICAL TRANSFORMER PAD Q -ts "w • E "W , 8,.w - 6 "w 6 "w 6 "w 6 "w 6"W - - 6 "w 6 "W 6 "w 6"W - LANDSCAPING REQUIREMENTS SITE AR METHOD: / FRONTAGE TREES: 13.801 acres = 601,172,- sgft ✓® 30 nts. 1 MA ION PUGH DR. N MAJOR CGLLECTOR ®32' SPC: (601,172/1000 x 30� 8,035 pnts. 1,786.02' (FRONTAGE) & 112' (DRIVEWAYS) 1,616 L.F. FRGNTAGE 32 = 51 TREES ADDITIONAL STREETSCAPE: 51 TREE MARION PUGH DRIVE: PROVIDED = 104 TREE 00 pnts. /50 L. of frontage: (77 CANOPY & 4 NON - CANOPY 1,786:02' (FRONTAGE & VEWAYS WE ORN RD.- MAJOR ARTERIAL @ 25' SPC: 167 50) 10,044 pnts. 1,615.50' (FRONTAGE) WELLBORN ROA D: 1,616 L.F. FR(NTAGE 25 = 65 TREES 300 pnts. /50 L.F. of frontage: ., TREES 1,615.60' FRONTAG PROVIDED = 69 TR (300 x 1616/50) 9,696 pnts (15 CANOPY & 108 NON- CANOPY ) CANOPY REQUIREMENTS: 50% CANOPY TREES: (37,775x 507.) = 18,888 pnts. TOTAL LANDSCAPE POINTS REQUIRED = 37 nts. REQUIRED = 18,888 pnts. TOTAL LANDSCAPE POINTS PROVIDED 4 ,590 pnt ) PROVIDED = 23,400 pnts. IRRIGATION NOTES: 1. AN IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR FOR ALL NEW PLANTED AND LANDSCAPED AREAS. 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A DOUBLE CHECK VALVE (R A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE AS INSTALLED PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 4. INSTALLATION PVC 1 40) SLEEVIKJG SHALL BE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. 5. THE IRRIGATION SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS - CERTIFICATION OF COMPLETION. 6. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE OWNER FOR REVIEW AND APPROVAL. THE IRRIGATION PLAN SHALL DEMOSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. 54 ,,.. 25' PUBLIC 3 F .M. UTILITY EASEMENT J uT - ®N p ® N 1Y, I _ � _ r t � 1 ! �� l • ' » U1 ." �a ALF ELLBOR A JOR ETC AR�R , I /2" I.R. 63 46 43 W - -- (M i , 1966.06 - :1 ' - -' NGItEERING 6' WALK - I P THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON MAY 24, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. - - _l 4 (� AD 10.00 UT "" '" _ _us 1 1 � -. - , 1 . 6 3 J WOOD PRIVACY FENCE -UE- UNDERGROUND ELEC. LINE A 1..! ` O C 1 - - _" _ _ _ _ i : ' : _S N -- w POST OFFICE BOX 9253 ��.•// N C'1F' -' of u: 1 =1 i II 1 _ - I - w "- --- -"" COLLEGE STATION TEXAS 77842 EMAIL: GUY WIRE ANCHOR _ AIR COND. COMP. D4wV - .:.'E { - w - - 0 LIJ rmengineer@juno.com 35' PUBLIC UTILITY EASEMENT (_ g _� � - �-> =- -I ;�= I 1 -i i 1 =1 I ! =1 I , I- i i- � ' ' � z E � r _,,,. --_ _ - , as C _. J7 ° i - I I ( -) i I - � I ( I I -± r I V1 w ` - _ ._ - _-- w - -- w - , -' - --50- " ` """ - w _. -- � . ....- _ . _ _SD- ' OFFICE - 979 690 -0329 ( ) 6' WALK - I P THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON MAY 24, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. - - _l - a - CHAIN LINK FENCE -0- WOOD PRIVACY FENCE -UE- UNDERGROUND ELEC. LINE 1Mm.l OVERHEAD ELEC. LINE -w- z S SEWER LINE I iI I POWER POLE W i GUY WIRE ANCHOR DA /c AIR COND. COMP. D4wV WATER VALVE L 0 LIJ W ELECTRICAL TRANSFORMER J J @MH MANHOLE oc.o. CLEANOUT 3: FIRE HYDRANT ®'r' T D 0 W Q aMW BUILDING SETBACK LINE - -- ---- PROPERTY LINE -- - - - - -- EASEMENT LINE I Z F_ In W :5 0 U s"w I Q 0 ® W z� uj Ei O 0 0 p1 >- M jr MARION PU DRI --� "w MAJOR C��I ECTOR) , 8 .. w 1 8 „ _, 8 „ 1 8 „ 1 8 „ 6 "w 6 "w 6 "W 6"W 6 "w 6 "w 6 "w 6 "W 6 "w 6 - W 6 "w LANDSCAPING NOTES: 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RABON METCALF ENGINEERING (RME). RME IS NEITHER A LISCENSED LANDSCAPE ARCHITECT OR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDIANCE AND OBTAIN DEVELOPMENT PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION STANDARD DETAILS & SPECIFICATIONS FOR LANDSCAPING TREE PLANTING & EXECUTION. 3. ANY ADJACENT PROPERTY AND RIGHT -OF -WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. 4. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED STABILIZED EARTH. 5. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS. 7. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 8. COVER AREAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER, 2" PINE BARK MULCH, AND 13 -13 -13 FERTILIZER AT THE RATE OF 5 LBS. /100 SQFT. OF BED AREA. 9. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER BERMUDA (2 LBS /1,000 SII FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA /RYE GRASS MIX (2 LBS /5 LBS. PER 1,000 SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. 10. SEE SHEET C1.4B FOR CONTINUATION OF THE LANDSCAPING PLAN. 11. SEE SHEET C1.4B FOR LANDSCAPING AND MISCELLANEOUS DETAILS. SYMBOL & LINE LEGEND - a - CHAIN LINK FENCE -0- WOOD PRIVACY FENCE -UE- UNDERGROUND ELEC. LINE -OHI= OVERHEAD ELEC. LINE -w- WATER LINE -s- SEWER LINE 0 POWER POLE LIGHT POLE D GUY WIRE ANCHOR DA /c AIR COND. COMP. D4wV WATER VALVE ®wM WATER METER ED ELECTRICAL TRANSFORMER II GAS METER @MH MANHOLE oc.o. CLEANOUT <>FH FIRE HYDRANT ®'r' TELEPHONE PEDESTAL -- --- BUILDING SETBACK LINE - -- ---- PROPERTY LINE -- - - - - -- EASEMENT LINE HATCH LEGEND SOLID SOD AREAS (T1F 419) 17 7 : SEEDED AREAS z z V) Q _j <0 X00 �0 U f . --- -I' 1ri EXISTING 6 PUBLIC i 3 m RAILROA EXISTIN , r I ES) -4-32 ..._- 33'x''" _ STING P8 UBLIC .--/ -� 332 SANITARY SEWER t BoN ' G 16 PUBLI VARI _ 3 � _ --- _`^� ---- ''� i�,u�• WATER LINE WATER LINE , tt4'() WAY WIDE EROSION CONTROL _ �II �✓ (RiGHT SILT FENCE, SEE - = �3 46 43 W UT =° '--- -_.�-''� ETCALF „ �- i f ff MGM= 3 DETAIL SHEET C3.3 _._ us - _ 10 0' _ - + + + + + * + * + * + * + ++ ENGm E RING + + + + + + + + + + + +..+ SPR`FI 3E 0 LTi� f + ��- -a E� ' • ` ,}* + * + * + * + * + + + + + * + * + * + + * + } + * + * + * + * / 333-- �EG��1R* 4&---COVER _ , 3 � sr , - *+ * + ++}++++++++ + } + + + + } + + + + + + + + + + } + + + + + + + } + + + ++ + + * + + + + + + + + +........... }... BOX 9253 PLUG 6" WATER LINE w /6" POST OFFICE = - - ..;'� � __ + • +' ++' + + + + + + + + + + + + + + + + + + + + + + ++ � =f=� ++ tT 4v + + + + } } + } } + + } + + +t + +t + + }t + + }t + + ++ COLLEGE STATION, TEXAS 77842 ® (� (MJ) PLUG &BLOCKING 5' '' --33- -�- - ... E - - }+ + + }�� +}+}+}+++*+ t+++}+++}+}+++}+++++}++++ + } + + + + + } + + +t + + + + + } + + + + + + + + + + + ++ ��•.. -• + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + EMAIL• rmengineer@juno_com 3 - :•••* t-+- f++_ s_ r+++++t+*+}tt + +r + + +t + + + + + + + + + + + + + + + + + + + + + + ++ WEST OF PROPERTY LINE "� �EcROUN -33 5 _- _ ---3 } +} t}+}++}++++++} }ttt + } } + } } } } } } + + + + } + + } } + + } + + + }} K + } ` + + + *-+ + + + + + + + + + + } + + + + + } + } + } + + + + + + + } + + + +++*+++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + * + + + + + + + + + + + + + + '�((}]11((��777T7,��yi� .y� G� / TELEPHONE f " E ! 3�,....... --' = �` �_ _ _ -0HE- -0HE- - - -0HE- - ��i -� ___- ,}+ t+}+++++}+++}+ t+++}+++ t+++}+}+}+}+ t+++}+}+}++ +++}+}+*++t+t+++ + + + ++ + + + ++ + + + + •; .: + * +* O - (979) 690 -0329 ��JVwt111 IL " ®o ®° i ' -- UT 1 S SF' / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ,� _ HE s !� *+*+*+*+*+*+*.*.*.*.+.*.*.*.*.*.*.*.*+ t.*.*.*+*.*.*.*+*+++*+++++*+*+++*+*+*+*+*+*+*+* + + + + + * + * + * + + + * + + + + + + + * + * + * + + + *. = (979) 690 -0329 f2" JS uS _ -0HE �\ 1/2 I . R. q } + t +} t } ++ + + + + + ++ } + + + + + + +. + + + +. ++ + + + + + }+ t + + + + + + + + + + + + + / �.. . -0HE - \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++ I f}}}}}}.+}++} t+}}}}.}++++ t+ } + + } + + } + + +. +.. + + + + + } + + } + + } + } + ++ CELL - (979)219 -4174 N 6 46' 43" - �_ -- � -- - -0HE- _ -0HE- _ , ++++++++++++++*++}*}+}+}*++}`}*}*+ * }` + + + + } + + + + * + + + + + + + + + +r + + + + + ++ + ++ + + ++ + + + ++ + + + ++ + + + + + + + ++ + + + ++ + ++ + + + }+ EXISl1NG MANHOLE + + + + + + + + + + +. + + + + + + + + + ++ T - _ -0 • + + } } + }. + } + }.. } + + + + + }. +REMOVE CRUSH + + + + + + + + + + + + + + + + + +. ++ _ 'ur-- 0NE- -0NE- � UNDERGROUND TELEPHONE TOP= 334.17 ► h + + + + + + + + + + + + + + + + + + + + + + + + + +t + + + + + * + + + + }+ .. + } + } } + } } } } + } + + } } } . t ++ + + + + + + + + + + + + + + + + }+ t + + + ++ SURVEYOR . - E - _ "� r TO BE ABANDONED IN FL(IN)= 324.62 + + + + + + + + + + + + + + * + + + + + ++ CONCRETE /GRAVEL.. }. } + + } } } } } + } } + } + } +} 1,®"00 + } } }t +t. } + }.. }. + + } + } } }} + + + + + + + + + + + + + + + + + + + ++ --- EXIST1Dt8'MANHOLE , + + + + + + + + + + + + + + + + + + + + ++ OUT -3 + + + + + + + + + + + + + + + + + + + + ++ t }.. } } +. }. +.. } }. }. } }} TOP= 336.49 -° ILK _ -0 � -0NE PLACE (BY VERIZON) SEE ( )- 24.77 +*+*+*+*+*+*+ + + + + * + * + * +t + *+ * + * +t + * ++ + * + * + * + * PARKING AREA + + + + + + + +++++++++ SONG SURVEYING . + * * + * + * + + * * * * + } } } + + + ++ + + + + + + + + 1722 BROODMORE, SUITE 1Q5 1 2" I.R. u T _,• -0HE -- + + + + + + + + + + + + + + + + + + + ++ 11 SPRfi�F1BEOPT�LINE --� FL (IN)= 329.99 DEMOLITION NOTE I \ + + + + ... + + + . } . + +++++++++++++++ .. } } } r + } .. } .. + + } } + +++++++++++++++ + } } + } , + } BRYAN, 1X 77802 DIRECTBURY - 48" COVE' --- -3 37'' FL(OUT)= 329.8 - SHE' + + +: + * + *+�+ +++++++++++++++++ + + + + + + + + + + + + + + + + + + } „ ' 274•, 2' t f _ ,,,.. --____ 3 - + } . + } + +�} . + + + . } + } . . . + t r . } t + + t , +. 3 + + + + + OFF: (979) 776 - 9836 + +t +tt '�37 E - u s _ -0 - :. ••e.- • + + + ++ +t + + + + + + + } + + }t + } + + + }� q - -c33 ' + + ++±+ +} • }' +' }' }'. + } + } + . } t }'} } .' +' +'} r + } . } + . + } + } + + + } . } . + +,+++ + + . t : t++... + + + + +. + +..... + + + + + + + + + + + + + ++ FAX: (979) 731 -0096 1 / 2 I.R. /� O 1 { + ; •'f •'' 4 -• ►� » + + + + + + + + + �, I .+ + + + + + + + + +++ + + + + + + + + + + + + t + + + + + +++++++++++++ + + + + + + + + R 1 + + + + + + + + + + + + + + + + + + + + . + + + + + + + + t + + + + + + + + + + + + + + $ 2 + + . + ... + REMOVE METAL BUILDING t + + + + + + + , + t + + - uz -- '__ -0HE - ,:.• :'q. CONCRETE PLUG 6 + +.. + + +} I . + +t + + + +t. +...... U - ° •' SANITARY SEWER SEE + + + + * + ' + • JIM -- - - _ _ b „ ss '•:-- &ALL FOUNDATION � � -' j . ` .•. + } } + + + + + + + ++++++.+++++++++++++++ + + + + + + uT 1 � _ _ i `= •� DETAIL SHEET C3.4 SYSTEMS SEE DEMOLITION + + + + + + -0HE - y NO REMOVE + +. +. +........... +-�-; . + .... g._ _ a d ' ..+ . + + . + CONCRETE SLAB + + t . + - REMOVE + + } +t }} ► , . ::.... +. + + + ++ + + + + + + } + + + + + + + } + + + } + + +. +. + + EXISTING 6" PUBLIC =•:t..''- + + + + + + + + +r + + + + + + + } + + +. + + + } ++ + + } + + + } + + + + } ++ L: ++ + + + + +t+ y * * * + + + ' + + + + * + + _ CONCRETE SLAB \* + + }.. } + -'�, �:'�a.:� °�;` + + + +t+ SANITARY I :: �. ,: _ • + } } + + + + + + + } + } + + } + + +t } +. + +. } + + + + + + + }+ .4. + + . + } } t t t } tt ;. - - �' .' ; GAS METER TO BE -�34 -- ._ + + + } t + + t + _ + + +. } }.. } } +. ++ . +t+ EXISTING 6" PUBLIC + * + * + + + + + + + * + + + * +t + + + + + *+ ++ +' + * + * +''+ * + *+ 1 .. `';,•' ` + + + + + .. `t . + } } + . + + . } } t } REMOVED (BY TXU) SEE ... • t• t 335 SANITARY SEWER � •• • • ' • •` \`: ��. - -'„ . t 1 '' i : DEMOLITION NOTE #10 l REMOVE GRAVEL _ XISTING MAN�FQLE REMOVE + } } } + + + + + . } + + + �. �• 3 - E •:':: -: 1` DRIVE 4-- - -0 == •.• -°'; ::: ♦_ ' TOP = 337.42 �.': ♦.,; :: .. _ + + + + + + + +. + + + + + +_.- + +} + 444.} -"--- .. / '!.' �!• + + + + + + + + + + + . \ CONCRETE SLAB :. '• e• + + + . + + + + + + + . ._ FIRE HYDRANT & METER TO BE + _ } r FL (IN)= 331.19 -.' ";• + * + + + * + * + * + * + * + + + * + * + * + * + * + *+ •. -- CoCS ELECTRIC LINE + + ++ +' ++ - + + ; + + . + + . + REMOVED - 6 WATER LINE TO -0HE + * + + + �'SS } + + + } } + } } } + P �+++++ + . + -+_ +.+ + + + + + + + + + + + + +. ++ OWER POLES DOWN FL (OUT)= 331.03 \ -.. = _ - + } + + + + + + + + + + . + ::: r :, .' w /VERIZON UNDER -BUILD * *' GHE- '+ . } + + GUYS & + + + + + + + + + + + + +' +` �` -` BE ABANDONED IN PLACE + + + + + +t �- . } }+ } + } + + + } + } } + } + }} ELECTRICAL LINE \ + + + + + + + + I, : - + + + . + + + _ �+ + + + + + + _. 6" SA ARY WER TO BE + + + + + + + + + * + * + * ++ *F �" + }+ w /CEMENT SAND SLURRY FILL, + * +t + * +`'* + - .............. + + + + + -� `''�'�`" S TO BE e -'• - REMOVED (BY CoCS), SEE AB NED IN LACE * + * + *. * } + } * + * + * ++ _ +++ SEE DEMOLITION NOTE 8 -0H - + + , + + ++ + + + + }+ + +• + + + + + + + + + + + + + + +•+; DEMOLITI NOTE #9 + + + + + + + + + + + + + + + + + + + + + + + �� C w /CEM T SAN SLURRY FILL, + } } } } } } } }.• + + + } + + } } +-$ + + + + + + + �- SEE DE OLITIO NOTE #8 + + + + + + + +_+ .........+ _-0HE - + + + ++ . + + + + + +. ++ ++ r + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + . +} + + + + + +. +.. +� HE --- ,�� + +. + +. ++ + ++ + + +. +. + +.+ X�STINGMANHOLE .� _ + + + ++ + + + + + + + + ++ + + + + + + + + + + + ++ ++ ++ + CONCRETE PLUG 6 + + *+ * + * + + + * + *+ ++ _ *. +� '�+ * * + + + +-+ .+ + + + + + + + * + * + * } + } + } * + * + + + *+ + + ++ } * +- POWER POLE ELECTRICAL '� RI = 334.44 SANITARYSEWER LINE 5' "' �� +�. + ++ . + +. ++ + + + + + + ++ +...,� + + + + + + + + + + +. + ++ + . ++ + + +.+ ++ + + + + + + + + + + + + + + + + + + +. + + + + + + +' + +� LINES TO BE� REMOVED (BY CoCS) FL I(IN)= 325.94 + + + + + + + + + + + + + + + + + + + + + + + + + . + + t + + . + + + + +� +_+ �- - SOUTH OF PROPERTY LINE ,� \ + + + + + + + +t + + + + + +. + + + + + + + + + + ++ +cgs ++ // L FL (OUT)= 325.91 M + + ++ + + + ++ + + + + + + + + + + + + + + + + + + ++ &UNDER- BCJILT PHONE TO BE N SEE DETAIL S HEET C3.4 �' ' L '' `l .......... + + t + + } + + + + .. +�-� + + + + + + + +. + + + +. + + + ++ REMOVED (Y VERIZON), SEE \ + + + + + + ++++ +++++++++ + + + + + +,pb`+ + + + + r o + + + + + + + + + + + + + + + + + + 1 + + + + + + * * * * + * * * * * POWER POLE DOWN GUYS & ! DEMOLITIO NOTES # & #11 N b "53 / + + + + + + + + , + + + + + + + + + + + + ++ + + + + + + + . + + + } + + + } +� t+ ELECTRICAL LINES TO BE + + + + + + + + + + ++ + + +. +t. + + +. + + ++ ®RS + ......... + REMOVED (BY CoCS), SEE \ \ 6 "SS + + + + + + + + + +� + + ++ + + + + + + + + ++ J + + + + + + + ......... DEMOLITION NOTE + + + + + + + + + + ++ y t + + + + + + + +* + * + + t + \\ +. +. * + * + + + +. +. + + + + +. +++ + GAS GAS _ + ++ + + +� +� `� 9 „ + + + + +t + + + + + } + ++ + + + + + + + + ++ / ,. . ++ + + + + +. ++ CONCRETE PLUG 6 \ XISTING MANHOLE EXISTING 16 PUBLIC + + + +` * + * + +* RIM= 335.81 Mefi SANITARY SEWER, SEE + + + + + * + + + + + ++ + + + + + + + + + + ++ WATER LINE FL (IN -NW)= 329.14 r I DETAIL SHEET C3.4 + + * + + + * + * + + + + + *+ I ��335 +++ . + + + ++ GAS LINE TO BE + + + + + + FL (IN -NE)= 329.44 - + + + + + + + + + + .. + . + + + } + + A� FL OUT - 329.14 UNDERGROUND TELEPHONE ABANDONED IN PLACE & + + + + + + + } + + + + + + + + + + + + ++ ( )- TO BE ABANDONED IN tU F + + + + + ++ + + + + + + t + + + + + + + + + + + + + + + + +. + + + + + ++ LINE TO BE , GAS / \ RELOCATED (BY TXU), SEE * + + * + + * + + + * + * * + + + * + + + - ABANDONED IN PLACE & PLACE (BY VERIZON) SEE + + + + + + + + + + + + + +.. + + + + + ++ DEMOLITION NOTE 10 + + + ++ + + , + + + + REMOVE RELOCATED (BY TXU), SEE + . + + + + + + 3 DEMOLITION NOTE 11 + + + + ++ ASPHALT /GRAVEL + + ++ ' ++ �� + DEMOLITION NOTE 10 ' / i + + + + + + + ++ PARKING AREA + + ++ + + + +' Z + + }. + + +. + + + + + + } + + }�, } + + + + + + / * + + + +` + + + + + + + + + + + + + + + + + + + + LIGHT POLE, POWER POLE, + + + + +. + + +. + +. } + + + + +t + + +. 20.00• Z + + + + +t +. + + + + + + + +,, + + + + ++ DOWN GUY & ELECTRICAL 0(() ++- +++. + + + + + + + + + ++/ .... ++ * + * + * + + + + + * + *+ + * + * * * ++ LINES TO BE REMOVED (BY 1 o W +.t + + + t + + + + + + + + t } + + + + + + + � + + + + + + + ++ + + + + +" + + + + ++ CoCS), SEE DEMOLITION NOTE < J /� + + + + t + + + + + + + + + + + + + + + + 3 6" V �` . + + + +. + + + +. +i + ++ + + + + + +. � m p / + + + + ++ + + ++ ++ + + + + + } + } + + + } + } + } +} I SAW CUT & - +++++%++++ +++++++++++ o o C NSTRUCTION r REMOVE CONCRETE +. +. +. +. *. +. +. +. +. +. *. +. +. * + + +* `'' EROSION CONTROL +++++++++++++,+ ° + + + + + + + +. DRIVEWAY APRON +o E�TRANCE, SEE / SILT FENCE, SEE:. J i + + SAW CUT & D TAIL SHEET C3.3 TXU GAS LINE + } + + + + + . } } + DETAIL - -SHEET C3.3 . + +. + + + + + +.+ APPROX. NEW ROUTE + + + + + + + + + + + - + + + + } REMOVE CONCRETE I Lo > L � ` L+++++ �� + + + + + + + + + + + ++ ` / 1/2' I.R. w /CAP PEDESTAL CARL } + + + + ++ CURB &GUTTER . + + . . VERIZON UNDERGROUND + ++++++++++ \ f / 1/2" I.R. w /CAP + o 0 + + + + + + +z _ _ _ 11<18 35 4 W - 7Z1. LEPHONE + + + + ++ __ G A T_ _ - -- -�� - - AS G - - GAS _ * ++ ++ - �c GAS - AS - GAS` v 3 GAS -- \_® �� - - QT - 0T _ - _ _ -u� T - - TJ7V �- = ttT1/ �- LLT � _ -1lIV OT U - UT -- U = - u - - - UTV - - - - uiv - 333 '"" EX. 6' WALK - m •_ - = 1...t.11t.. a aaa"a aams >>ascttIrr• Z - '' EXISTING 16" PUBLIC �' /2" LR �ARION PUGH DR. UNDERGROUND COX ELECTRICAL MA F� I V 1 V �.7H DRIVE V E \� WATER LINE UNDI ROR9UND ARION PUGH DR. ` ---5L8" I.R. FORMER R.O.W. LINE CABLE LINE TRANSFORMER PAD , TXU GAS LINE -335 FORMER R.O.W. UNE -- 334.._, (65 RIGHT- OF - WAYj - -� y - =, 8 "W 8 "W W 18 W 18 "W is "w ts"w - � w 1s"W s "w • E "w s"w � y- i rw �-; "w s"w 8„W -__ .e.,� • s „ w s"w lErw - l v , w BENCHMARK #1 STREET ELEV= 337.39 $ EXISTING 18" PUBLIC SIG t° WATER LINE - 6 "W 6 "W 6 "W 6 "W 6 "W "W 6 "W 6 "W 6 "W 6"W 6"W 3 DEMOLITION NOTES: 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE U1LITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. UTILITY CONTACTS: COCS: ELECTRICAL DIVISION - (979) 764 -3660 COCS: WATER & SEWER DIVISION - (979) 764 -3435 VERIZON: JOHN ARNOLD - (979) 821 -4791 SPRINT: JENNIFER VASQUEZ - (800) 521 -0529 OR (979) 575 -4149 TXU GAS: KIMBERLY WINN - (979) 774 -2506 COX COMMUNICATIONS: MIKE LAVENDER - (979) 846 -2229 TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344 -8377 CONFIRMATION #'S 040271825 & 040271848 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 3. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 4. THE TOPOGRAPHICAL DATA SHOWN WAS SURVEYED BY STRONG SURVEYING UNDER THE DIRECTION OF MR. CURTIS STRONG, RPLS. - 6 "W 6 "W 6 "W 6 "W 6 "W ' EXISTING 18" PUBLIC N 18 42 37 W - 1014.78' �\ WATER LINE 4.V , - - STREET - / SIGN W'w - 6 "w s "w 6 w 6 "w 6 "W 6 "w 6 "W - - 6 "w 6 "w 6 ..w - s -w s "w - - s "w s - - 6"W - s_w 6"w - - 6 "w 6"W - -- 6 "W - 6 "W - - 6 "w 6"W - 6"W DEMOLITION NOTES (CONTINUEDj- 5. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORKED CONTAINED ON THESE PLANS,' BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF ABOVE GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDA1ON SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOL111ON WORK WITH THE OWNER & ARCHITECT TO PROVIDE MINIMAL INTERRIPTION AND INCONVENIENCE OF UTILITY SERVICES AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 7. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF- SITE 8. PRIOR TO DEMOLITION WORK OF ALL STRUCTURES, THE CONTRACTOR SHALL )BTAIN AN ASBESTOS SURVEY FOR ALL BUILDINGS TO BE REMOVED, DEMOLITION PERMIT FRW THE CITY OF COLLEGE STATION, AND ALL OTHER PERMITS OR AUTHORIZATION FOR WORK STIPlLATED BY LOCAL, STATE OR FEDERAL LAW. 9. THE CONTRACTOR SHALL COORIDINATE THIS WORK WITH THE CITY OF COLLEGI STA11ON -WATER & SEWER DIVISION AND THE CITY INSPECTOR. PRIOR TO ABANDONEMENT OF EXMNG UTILITY LINES ALL NEW LINES, RESPECTIVELY, SHALL BE IN PLACE, TESTED, AND APPROVED SO THAT THEY CAN BE PROMPTLY CONNECTED & PLACED IN SERVICE WITH MINIMUM DISRUPTION. 10. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE THIS WORK WITH THE (TY OF COLLEGE STATION- ELECTRICAL DIVISION. 11. THE CONTRACTOR SHALL COORIDINATE AND SCHEDULE THIS WORK WITH TXU GS. 12. THE CONTRACTOR SHALL COORIDINATE AND SCHEDULE THIS WORK WITH VERIZ4. 13. SEE SHEET C1.OB FOR CONTINUATION OF SITE DEMOLITION. 14. SEE CIVIL DETAIL SHEETS C3.3 FOR MISCELLANEOUS DETAILS. EROSION CONTROL NOTES 1. THE SITE SUPERINTENDENT, OR HIS REPRESENTATIVE, SHALL MAKE A VISUAL INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE- SEEDING AND MULCHING OR RE- SODDING, IF NECESSARY. 2. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. 3. SEDIMENT FENCE, HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. 4. THE CONTRACTOR SHALL POST A CONSTRUCTION SITE NOTICE, VISIBLE FROM THE PUBLIC RIGHT -OF -WAY. THE SITE NOTICE SHALL CONTAIN; A) PRIMARY CONTACT NAME AND NUMBER FOR OPERATOR OF THE SITE; B) ESTIMATED COMPLETION DATE; C) LOCATION OF WHERE THE SWPPP IS ON FILE; D) CUSTOMER REFERENCE NUMBER; E) REGULATED ENTITY REFERENCE NUMBER; 5. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF WORK AND A NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TCEQ. 6. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED AND /OR SODDED, AND GROUND COVER HAS TAKEN ROOT. 7. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO CONSTRUCTION SHALL BE HYDRO- MULCHED SEEDED PER THE LANDSCAPING PLAN (SEE SHEETS C1.4). THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY CEASES FOR MORE THAN 14 DAYS. 8. SEE SHEET C1.013 FOR CONTINUATION OF EROSION CONTROL PLANS. BENCHMARK ii ELEV =337 39 SYMBOL &LINE LEGEND SQUARE CUT IN CORNER OF SIDEWALK IN LINE WITH PROPERTY -o- CHAIN LINK FENCE LINE BETWEEN McDONALD'S & DEMO ASPHALT PVMT WOOD PRIVACY FENCE CALLAWAY SUB. PHASE TWO -0 E UNDERGROUND ELEC. LINE BENCHMARK # ELEV =331 75 -OHE- OVERHEAD ELEC. LINE RR SPIKE IN POWERPOLE AT SW - WATER LINE CORNER OF MARION PUGH AND -S- SEWER LINE LUTHER STREET WEST 0 POWER POLE £ LIGHT POLE GUY WIRE ANCHOR EIA /c AIR COND. COMP. MwV WATER VALVE z ®wm WATER METER w¢ < OX �00 ® ELECTRICAL TRANSFORMER ® ®GM GAS METER Q @MH MANHOLE ® p oc.0. Cl EANOUT w W = m0ZO <5m FIRE HYDRANT 01' TELEPHONE PEDESTAL W - --- BUILDING SETBACK LINE 0 - -- - --- PROPERTY LINE Qom - - -- EASEMENT LINE PRELIM1 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON MAY 24, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. z HATCH LEGEND DEMO BUILDING DEMO CONCRETE PVMT * + * + * ++ DEMO ASPHALT PVMT PRELIM1 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON MAY 24, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. z Q- CL F A, ■ ■ ■ Z u- Ld Ow U z ~ C� w¢ < OX �00 =0 ® Ld W I Q Z e- i Z ® p z w W = m0ZO of 0 W W LJJ } a m 0 Q 0 Qom Z V) :2 Ljj Lj ~ CL LI J Q ►- 0 o V) :2 0 0 �U � U Z F x u I ' 1/2" I.R.- N 63 46' 43 E 25' PUBLIC 1 0 ' 4 UTILITY EASEMENT 1/2" I.R--. 9 - - 'w _ 2 7 x-.12 uT -1/2 1. R. S 2606 13 17 E _SD - evil J. t ® 1 ►'� ' I . -sD - - -SD' TREE UNU ® LINE ®, �_ f w _ - SD " 5 'FRONTAG � w a ®il- �I1 �III F�d If- 1 ' 60 `i�',,ili I!I III 1111. N`�I Ili CAR WASH/ RESTROOM _ I FACILITY ! 1 III I =1 � - ____ -- POOL PLAZA ull lfl =1i1_ I - C-0II =11� •II =III I= l I m l __ 20 PUBLI UTILITY EASEMENT 11 1 Iii =I I_ W Z O U YL V 0Q W �o z O ~O� N 1/2" 1_R.� w /CA EX. 6' WALK 6' WALK iiiNERNOWN N i< 1 3 : 3 ID r 6' WALK i . It t i i C a Ili -I' �► f �- 6' WALK ■ -"� BUILDING "A" 1 i '1 3 ' WALK s 6 WALK o - CTRICAL TRANSFORMER PAD eli ( n M ARION PU DRI \ 6'•w , a.v - - 6-w -- 4--� a , 6'1w $"w 11$11 MAJOR C LLECTOR) $•'w • 8 "w s"w i V \ \ -6 11 w 6 "w - 6 "W 6 "W 6"W I 6"w -- -6'w 6"w 6 "w s w 6 "w 6"w 6'w 6'w 6 6"W s"w - L 3 to reel e �� 54 UTILITY EASE ENT _ - R AB oN �' e ®RN R( -�RIA-L) - -- E UT LLB MAJOR AR 1 /2" I.R. 63 43" W uT - UT - - M ETCALF �� 10 00 _ .._... UT -- - 3, 17" E _ 966. � R_ � ENGINEERING ®� LR ® --.- UT 26 1 _ Fdtil~ I P /�C1F1 , ` - _ _ _ '' ' - w - w POST OFFICE BOX 9253 U N` ON UT - _ -1 111 I - w - - COLLEGE STATION TEXAS 77842 vT _•••�- °- ,, -�-', i ( - 11 I (( i _ - -.:.�E - -,, - 1 i c w - EMAIL: rmengineer @juno.com ' _ T = i= I I I ;�) I - ) 11-1 I - l1 - I ( E i I w w 35 PUBLIC rJ 4® . ..,. - - I"= ! -I I I-i 1 1=1 I I - 1 - _ _ _ _ _ _ _ OFFICE - 979 690 -0329 UTILITY EASEMENT 3' 17" C -j I' �- I - � 1 = I I - I ( -1 I I�,.J..� - - � � - a-- FAX - 979 690 -0329 A e _ _ _ _ S 26 1 - - �"'i -I I� 11-) 1 1.x=1 I I i 1 1- 1 -I 1 1 � � w -' __- SD-�" --> 1 Inn - w w - --� _ _SD _ _ _ _SD_ ®® ®® CELL - (979) 219 -4174 77 II ! 1 I1�141r+ =1� 1 =) ( -1 I y 1 - w M� w ~' - `' _ _ ._so- - -�� - LIMIT LINE® ®® WOOD w _ --" " - SD FRONTAGE - 50' E I'RE ® a SURVEYOR ® STRONG SURVEYING soul _ ,,._ w I (� - " J - _ - - ' _SD _ � 0 1722 BROODMORE, SUITE 105 lesso snoop avow , - w w f - _�- - - _SD ' 11 ®� -� 1 =1 I I -1 I 1= III -1 I I BRYAN Tx 77802 w w -- _ _SD ®� - a'® ®® , ; -� - ,� -'"�' =1 I 1 =1 f 1 =1 I 1 =111 =1 I 1 =1 w- I ® I I I I1 OFF: (979) 776 -9836 _ _SD -; - - d ► ►�� - ®® -, , -1 =1 l I -i , I I =; I I -I I 1 =11; =_I =1 I I_ _ -S- ®® - 1 =1 I! =1 ! -1 i i -1 I i I II- III -I i_ -, � _! I f =1 I I- III -i I! -I I i -I FAX (979) 731 -0096 - -�°� - ®® , - i =1 11 -11 l -1 11 =! I! =1 I! =1 I !_! 11 =1 I L-1 I i =1 11 -1_wi ► I_ 1 -' lye 1 1; 1 1 1 =1 11 =1 - -� - ® ®, 1 I =1 �I !Il =11!_!x! ;lei =lll -l�1 III ;,ill =ill - 111 =!l1 =1I!_!I!_lll- ! ,~ifi =i�l -1�1 =1 TAGS TREE LIMIT LINE �, ( - - - I 50 ON ' ® ®- -' =1 11 -! I! -i I! -1 I !-1 I I -1 11 -1 I I -1 11 =! 11 =11, =1 11 =1 11 =i i I -1 11 =1 11 =1 I f 15' PUBLIC UTILITY EASEMENT 20 PUBLIC UTILITY EASEMENT I A l 6 1 1 Iii �,II ICI_( „� ! -i I ! -� T WALK - ! -I f -, 1_'�- 15' PUBLIC UTILITY EASEMENT TRANSFORMER PAD CABLE PEDES s w , frw , s . , w �g'w ' s "w : RE HYDRANT 6.w s'w s "w 6'W 6-w 6"w s "w s°w s "w 3 LANDSCAPE SCHEDU SYMBOL NO. OF PLANTS SIZE BOTANICAL NAME COMMON NAME TYPE NOTES POINTS ADDITIONAL STREETSCAPE: 42 2.1" TO 3.4" CALIPER QUERCUS NIGRA WATER OAK PROPOSED CANOPY TREE 30 GALLON 6300 30 GALLON 5700 2.1" TO 3.4" ULMUS CEDAR PROPOSED 38 CALIPER CRASSIFOLIA ELM CANOPY TREE 0 76 258 2.1" TO 3.4" CALIPER 15 GALLON ULMUS PARVIFOLIA SEMPERVIRENS LAGERSTROEMI INDICA LACEBARK ELM CREPE MYRTLE PROPOSED CANOPY TREE PROPOSED NON - CANOPY TREE 30 GALLON MAX. 4' SPACING .25" CALIPER PER CANE RED OR DK.PINK COLOR 11400 10320 is 210 5 GALLON ILEX CORNUTA BU NANA I DWARF BHOLOLYD PROPOSED SHRUB MAXIMUM 3' SPACING 2100 0 877 5 GALLON RAPHIOLEPIS INDICA INDIAN HAWTHORN PROPOSED SHRUB MAXIMUM 3' SPACING CLARA WHITE 8770 2394. ® 4. INSTALLATION PVC (SCH 40) SLEEIANG SHALL BE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. 5. THE IRRIGATION SYSTEM MUST BE JNSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS - CERTIFICATION OF COMPLETION. Q OJ Q 6. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE OWNER FOR REVIEW AND APPROVAL. THE IRRIGATION PLAN SHALL DEMOSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE NEM-Y PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING NEEDS FOR VIABLE ESTABLI §HMENT AND GROWTH OF PLANTINGS. LANDSC REQUIREMENTS SITE AREA METHOD: FRONTAGE TREES: 13.801 acres = 601,172 sl 0 30 pnts./1000 sqft.: 30) = 18,035 MARION PUGH DR. - MAJOR COLLECTOR 1 32' SPC: 1,786.02' (FRONTAGE) & 112' (DRIVEWAYS) (601,172/1000 x pnts. _ I UNDERGROUND ELEC. LINE 1,616 L.F. FRONTAGE /32 = 51 TREES ADDITIONAL STREETSCAPE: REQUIRED = 51 TREES MARION PUGH DRIVE: PROVIDED = 104 TREES 300 pnts. /50 L.F. of frontage: (77 CANOPY & 54 NON- CANOPY 1,786.02' (FRONTAGE) & 112' (DRIVEWAYS) WELBORN RD. N MAJOR ARTERIAL @ 25' SPC: (300 x 1674/50) = 10,044 pnts. 1,615.50' (FRONTAGE) WELLBORN ROAD: 1,616 L.F. FRONTAGE /25 = 65 TREES 300 pnts. /50 L.F. of frontage: REQUIRED = 65 TREES PROVIDED = 69 TREES 1,615.60' (FRONTAGE) (15 CANOPY & 108 NON - CANOPY ) (300 x 1616/50) =9,696 pnts. CANOPY REQUIREMENTS: v W Q 50% CANOPY TREES: (37,775 x 507.) = 18,888 Ants. TOTAL LANDSCAPE POINTS REQUIRED = 37,775 pints. REQUIRED = 18,888 pnts. TOTAL LANDSCAPE POINTS PROVIDED = 44,590 puts. PROVIDED = 23,400 pats. IRRIGATION NOTES: -0-fm 1. AN IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED IRRIGATOR FOR ALL NEW PLANTED AND LANDSCAPED AREAS. I„_ 2. THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A DOUBLE CHECK VALVE OR A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE AS INSTA D PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. ® 4. INSTALLATION PVC (SCH 40) SLEEIANG SHALL BE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. 5. THE IRRIGATION SYSTEM MUST BE JNSTALLED AND APPROVED PRIOR TO ISSUANCE OF CoCS - CERTIFICATION OF COMPLETION. Q OJ Q 6. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE OWNER FOR REVIEW AND APPROVAL. THE IRRIGATION PLAN SHALL DEMOSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE NEM-Y PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING NEEDS FOR VIABLE ESTABLI §HMENT AND GROWTH OF PLANTINGS. LANDSCAPING NOTES: 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY RABON METCALF ENGINEERING (RME). RME IS NEITHER A LISCENSED LANDSCAPE ARCHITECT OR IRRIGATOR. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE TO MEET THE CITY OF COLLEGE STATION (CoCS) UNIFIED DEVELOPMENT ORDIANCE AND OBTAIN DEVELOPMENT PERMITS. ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION STANDARD DETAILS & SPECIFICATIONS FOR LANDSCAPING TREE PLANTING & EXECUTION. 3. ANY ADJACENT PROPERTY AND RIGHT -OF -WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. 4. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED STABILIZED EARTH. 5. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS. 7. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 8. COVER AREl TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER, 2" PINE BARK MULCH, AND 13 -13 -13 F ERT I I'LIZER AT THE RATE OF 5 LBS. /100 SQFT. OF BED AREA. 9. ALL DISTUR ED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER 13ERMUCA (2 LBS /1,000 S ,Q.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA /RYE GRASS MIX (2 LBS /5 LBS. PER 1,000 SUT.) FR OM SEPTEMBER 16 TO MARCH 14. 10. SEE SHEET C1.4B FOR CONTINUATION OF THE LANDSCAPING PLAN. 11. SEE SHEET­ C1.48 FOR LANDSCAPING AND MISCELLANEOUS DETAILS. P R ELI 1 10 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON MAY 24, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. I� SYMBOL & LINE LEGEND - o Cl --- WOOD PRIVACY FENCE _ I UNDERGROUND ELEC. LINE I` LI<J v) - w- I�I.L - s - Z 0 POWER POLE III Z � � GUY WIRE ANCHOR E3A/ AIR COND. COMP. Nwv O W LL _j ® , p' � CL lee- I.- v W Q SGt < ~ =0X el CLEANOUT -0-fm FIRE HYDRANT Z H Q I„_ _M _p I of s "w Q O W Q Z� � W 5 p 0 I ® ®V) Ei V)UO cn I.L. 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I I 1 i ( � I - -I� ` \ �' y W W i i i W \ W y b y y UTILT PUBL I_I —_I -� I � I I I i I I I I I I =l I I-=� I I I � ► i I— ._._. - -- I�,� ��'_ �\ I I �_ -I _ r � i y � y f - � I l = _� I; _ - I I E I ( I i i I! I- I i I I i • I i f/ y i i W W i I i I -III -! . 1- I I - , ' . 4 WAL ' ��, \ � L y y y W y y W I I — I I I —I 1 1 - 1 I 1 —!J 1 - 1 1 1 I — i I I` I i v 4' WALK 15' PUBLIC - UTiLITY EASEMENT I® 50 FRONTAGE TREE LIMIT LINE I -- W -- W -- W --- w -- W -- w w -- W W -- w w - -Mill III I I I -III - I II — III -I I , -, I I -III -III —i 6' WALK 6' WALK s' w . W ' w a "w • a "w _, s " w 4 8 „ -, g* w ; s"w - -_ s "w ' a w _• , a"w -1s 'w x x 4'OR6' TREE PLANTING NOTES: AS SPECIFIED ON PLANS 1. STAKE ABOVE FIRST BRANCHES OR ST -- w -- w -- s"w AS NECESSARY TO PREVENT AGAIN 0 TOP OF MULCH TO BE SLIPPING OF RUBBER HOSES. o 2. PLANT SO THAT TOP OF ROOT BALL BELOW WEEP HOLES IN IS EVEN WITH THE FINISHED GRADE. (_ BRICK WALL 12 GAUGE GALVANIZED J "x4" STEEL EDGE M `� 0 PINE BARK MULCH WIRE ENCASED IN 1"0 (OPTIONAL, EXCEPT AT co , (MINIMUM 2" THICK) & CURBS RUBBER HOSE 3 x BALL DIAMETER `U o <,d: COLOR SPECIFIED BY o 2 "x2 "x8" PINE STAKES (5 MIN} ARCHITECT FINISH GRADE s' v in co ' s"w ' s "w MARK SLEEVING P LOCATION w /% "x2" PINE BARK MULCH GALVANIZED (MINIMUM 2" THICK) CARRIAGE BOLT J "x4" STEEL EDGE (OPTIONAL, EXCEPT AT CURBS & SIDEWALKS), COLOR SPECIFIED BY ARCHITECT . r- FINISH GRADE OR METAL "T" POSTS z (MINIMUM OF TWO) PINE BARK MULCH MINIMUM 2” THICK s � // -- -__—.— - - - - - -� / / \ /,_ v a .. - _- -- - ->_ —/� � -- _ = d °. _ � / / \ \/ //\\ / / \ \ / / \ \ / / \ \ / / \ \ / / \ \ / /� / / \ / / \/, I ROTARY TILL (12 DEEP) NEW TOPSOIL w /FERTILIZER (MINIMUM 8" DEEP) TREE PLANTING N.T.S. - • 0.. a \ \ / / \ \ / / \ \ / / \ \ / \ \ /\� NEW TOPSOIL (MINIMUM 6 THICK) III i I`� i i I M - -1�, }r- •y°'r-- , I I I `�! 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M Ur i W i i SHRUB.- PLANTING @ BUILDING = w w -- w J I'I 1 W y W W W -- w -- w - { yr { -'- w -- w -L w -- -I•I� - w w -- w I' i / W W -I � I- �— � � s"w a .. w _ } a .. w , B .. w , s .. w MARION PUGH DRIVE (MAJOR COLLE CTOR) 4„ � - I i _I �] i � 1�R I•_ t � i I ' I I I I I I� a .�-� (I i i y Y`-`_ re 1_ _) � - v - I -I —— I I. I I I —I 11 =1 = lii -1�I =Iii— il'! =!i - lei= ii!= lil =i_I =! i- !i►- !�I -1i —!i =iI !ii =1i!= 1117 ii! ="�i"i 11 =1 I I -1 I I -1 i I -1 11 =1 W W 6' WALK i PLACE BOLT IN CURB IF NO SIDEWALK IS SPECIFIED . 6 e. •- J - 'a d L.d - 4 - . . c EXTEND SLEEVING 24" (MIN) z , YX BEYOND PAVEMENT & SEAL r v x /,\ \ / \ TAPE OPENING (BOTH ENDS) �/;�/�� /�� SLEEVING (SEE PLANS FOR SIZE & TYPE) SLEEVING N.T.S. ABON M ETCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 219 -4174 SURVEYOR STRONG SURVEYING 1722 BROODMORE, SUITE 105 BRYAN, TX 77802 OFF: (979) 776 -9836 IFAX: (979) 731 -0096 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON MAY 24, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. I- W Q ve u W W LI J w Q V/ m o o 0W �0 0- � �_ Z W :D OW C) 0 o mOO 0 SON ® LJ mm J 0- LI _3 00 11 to 0 L) POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer @juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 2194174 SURVEYOR STRONG SURVEYING 1722 BROODMORE, SUITE 105 BRYAN. TX 77802 0 T OFF: (979) 776 -9836 FAX: (979) 731 -0096 ■ 91 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON MAY 24, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. 0 C f ui u d- Z > � 0® � � L Z w 0 <y) Q �n��n w =OX V Z a- ORW W a- D Z M ~ w ® F' < F (n I Z 00 a-+ � W � Z O OW ! 11 Z �— mOU `�. �..e/ woo '�'/^� '' ®��°° ■. P � �� amp V!� � � � V Qo Z _ '� . D ---� V O –i UJ w 0 0 D U CLIENT INFORMATION STEPHEN KLEE PRS TEXAS A &M, LLC 11040 CRABAPPLE RD. ROSWELL, GA 30075 OFF: (770) 642 -3720 FAX: (770) 642 -3726 FILENAME: 0187W1A I SCALE: AS SHOWN ISSUED DATE: MAY 24, 2004 DRAWN BY: R.A.M. CHECKED BY: R.A.M. 'FIELD BOOK: N/A I PAGES: N/A RABON METCALF ENGINEERING CLIENT NO. PROJECT NO. 154 ® 0187 921 , ,w It HORZ: 1"=3C VERT. 1"=3' SHEET NO. 11 OF 20 0 8' WALK — — — —U t9 — —UTV — — — —UTV \ Q, 2 -3" CONDUITS FOR CABLE, \\ \\ 01 SEE SHEET C1.313 STA. 0 +86.08: WATER LINE "W4" \� \\ BACKFLOW PREVENTOR /DOUBLE BU " C " WELL CHEC V ALVE WALL MOUNTED I S TAIR \\ 8' WALK REF. MEP PLANS \\ \\ s STA. 12 +71.73: WA LINE "W1 "= 6" 4TA. 0 +00: WATER LIN "W4" w 1 -8 »x6" (MJ) TEE ALVE &a�E--s 8" 8" ( \ 1 �' s 1000 CoCS ELECTRIC LINE y \ V� w /VERIZON FIBER OPTIC P ` `j� y NG 8" PUBLIC `0 Y SEWER LINE \ CALLED: 17.4422 AC. i t9 EXISTING 6" PUBLIC \ WATER LINE 5' PUE � \ \ \ b ye \ STA. —14 +14.45: WATER LINE "W' 86.08 L.F. OF 6" PVC (C905, TIE INTO EXISTING 6 WATER LINE i CLASS 200) WATER LINE "W4" 1 -6 "x6" (MJ) TEE i 49 I CEMENT STABILZED SAND BEDDING \ b 1 -8 "x6 (MJ) REDUCER X 7.50' I I I I (48" MIN. COVER) 1 -8 (MJ) GATE VALVE & BOX 1 -6" (MJ) GATE VALVE & BOX z �"� e e ® e e a e e �® a c. e e ® e e e ® e e ® - t - ; XIS ® e e e e N 18' 42' 37" W 1014.78 25' PUBLIC UTILITY EASEMENT TING MANHOLE SANITARY SEWER LINE 1 6' WALK s WALK $" PVC (C905 CLASS 200} = $ " PVC (C905, CLASS 200) ' WATER LINE "W1" WATER LINE "W1" EXISTING Q , a w a ,. w , s , w . a• w a °w a"w �� �� MANHOLE by e EXISTING 18" PUBLIC -1s• a "w ` s w • e " w 8 "w STA. 14 +04.22: WATER LINE W1 g in 1 —$" (MJ) 22 1 /2' BEND EXISTING 18 EXISTING 6" PUBLIC �\ WATER LINE PUBLIC /� WATER UN ) WATER LINE MARION P U GH DRIVE a "�', ' $ "w ' a "w a " w a " w — . a " w a " w • $" w $ w • s"w i 8 ,, w "W a " w s "W a "W 6' 6 "W a" 6 "W s "W 6 "W s"W 6"W s"w XISTING 6" PUBLIC WATER LINE 0 d 00 Q_ w w V) W w W Z J S U F NOTE: REFRENCE SHEET C1.3A PUBLIC UTILITY NOTES & DETAILS FOR ii s "w s "w s"w s' w s "w s "w s "w s "w s "w s °w s "w s "w 6"W s "w ° b k XISTING 6" PUBLIC WATER LINE � � EXISTING 18" PUBLIC � BENCHMARK #1 ELEV= 337.39 XISTING 8" PUBLIC SQUARE CUT IN CORNER OF SANITARY SEWER LINE WATER LINE y� SIDEWALK IN LINE WITH PROPERTY t\ �� LINE BETWEEN McDONALD'S & CALLAWAY SUB. , PHASE TWO b� BENCHMARK #2 ELEV= 331.75 RR SPIKE IN POWERPOLE AT SW `•° CORNER OF MARION PUGH AND b LUTHER STREET WEST STA. 8 +95.85: WATER LINE "W1" ® 4 WA 1 -8 "x6" (MJ) TEE "W1" 1 -8" (MJ) GATE VALVE & BOX P6 STA. 12 +27.85: WATER LINE 1 -6" (MJ) GATE VALVE & BOX s" 1 -8 "x6" (MJ) TEE 6" 00 F 1— STANDARD FIRE HYDRANT ASSEMBLY 1 -6" (MJ) GATE VALVE & BOX " , 6 WALK 1— STANDARD FIRE HYDRANT ASSEMBLY 8 8 s Q 36" STORM SEWER 36" STORM SEWER 1 rr _ �� 50 — — — —SD — — — —SD — _ _ _ _ — _ _ _ _ — — —SD —®— — — —SD — — -- —SD — — — —SD — — — —SD — — — —SD — 3 —SD — —� — —`� — —SD — —SD — —SD W X0-{ N S 18' 42 37" E b �' s 1000 CoCS ELECTRIC LINE y \ V� w /VERIZON FIBER OPTIC P ` `j� y NG 8" PUBLIC `0 Y SEWER LINE \ CALLED: 17.4422 AC. i t9 EXISTING 6" PUBLIC \ WATER LINE 5' PUE � \ \ \ b ye \ STA. —14 +14.45: WATER LINE "W' 86.08 L.F. OF 6" PVC (C905, TIE INTO EXISTING 6 WATER LINE i CLASS 200) WATER LINE "W4" 1 -6 "x6" (MJ) TEE i 49 I CEMENT STABILZED SAND BEDDING \ b 1 -8 "x6 (MJ) REDUCER X 7.50' I I I I (48" MIN. COVER) 1 -8 (MJ) GATE VALVE & BOX 1 -6" (MJ) GATE VALVE & BOX z �"� e e ® e e a e e �® a c. e e ® e e e ® e e ® - t - ; XIS ® e e e e N 18' 42' 37" W 1014.78 25' PUBLIC UTILITY EASEMENT TING MANHOLE SANITARY SEWER LINE 1 6' WALK s WALK $" PVC (C905 CLASS 200} = $ " PVC (C905, CLASS 200) ' WATER LINE "W1" WATER LINE "W1" EXISTING Q , a w a ,. w , s , w . a• w a °w a"w �� �� MANHOLE by e EXISTING 18" PUBLIC -1s• a "w ` s w • e " w 8 "w STA. 14 +04.22: WATER LINE W1 g in 1 —$" (MJ) 22 1 /2' BEND EXISTING 18 EXISTING 6" PUBLIC �\ WATER LINE PUBLIC /� WATER UN ) WATER LINE MARION P U GH DRIVE a "�', ' $ "w ' a "w a " w a " w — . a " w a " w • $" w $ w • s"w i 8 ,, w "W a " w s "W a "W 6' 6 "W a" 6 "W s "W 6 "W s"W 6"W s"w XISTING 6" PUBLIC WATER LINE 0 d 00 Q_ w w V) W w W Z J S U F NOTE: REFRENCE SHEET C1.3A PUBLIC UTILITY NOTES & DETAILS FOR ii s "w s "w s"w s' w s "w s "w s "w s "w s "w s °w s "w s "w 6"W s "w ° b k XISTING 6" PUBLIC WATER LINE � � EXISTING 18" PUBLIC � BENCHMARK #1 ELEV= 337.39 XISTING 8" PUBLIC SQUARE CUT IN CORNER OF SANITARY SEWER LINE WATER LINE y� SIDEWALK IN LINE WITH PROPERTY t\ �� LINE BETWEEN McDONALD'S & CALLAWAY SUB. , PHASE TWO b� BENCHMARK #2 ELEV= 331.75 RR SPIKE IN POWERPOLE AT SW `•° CORNER OF MARION PUGH AND b LUTHER STREET WEST HORZ: 1"=30' VERT: 1"=3' SON f M ETCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer @juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 219 -4174 SURVEYOR STRONG SURVEYING 1722 BROODMORE, SUITE 105 BRYAN, TX 77802 OFF: (979) 776 -9836 FAX: (979) 731 -0096 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON MAY 24, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. F NOTE: • OCCURING PRIOR TO WATER LINE CONSTRUCTION SIMMONS ■� ■� ■����� ■ Ill ■��� ■�O� r� iir� Mill ■�� ��ii�■ ■ ■ ■��■ �■ 1 ■■ �r Im 8" PVC (C905, CLASS 200) TER LINE "Wl" 111=1113%ra M., ■�� �� ■ = V ■ ■� ��� ■�� ■� .lam ■� ■1'�1 ,.. PVC (SDR-26, CLASS 160) As WIN y 1111M TO PROVIDE A 18' JOINT �OF SEWER PIPE CENTERED UNDER A CEMENT STABILIZED BEDDING ��■ ■�� ■� ■I ■�� ■� ■1� ■� ■ ■� ■1����1�� ■iii � ■� ■I� ■���� � ■■ BMW l W- I IN 1 WIT L-121 11111111 01 � �• � ■ r: :1�•�arlrll►CC1 �� �� �� �� !Q:71.t1 • • ! ! l! ! f 11 � !�' ! !�` ! � �! � i! ! !! 1' Milm HORZ: 1"=30' VERT: 1"=3' SON f M ETCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer @juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 219 -4174 SURVEYOR STRONG SURVEYING 1722 BROODMORE, SUITE 105 BRYAN, TX 77802 OFF: (979) 776 -9836 FAX: (979) 731 -0096 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON MAY 24, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. NOTE: REFRENCE SHEET C1.3A PUBLIC UTILETY NOTES & DETAILS FOR STA. —0 +00: WATER LINE "W2" 16" TIE INTO EXISTING 16" WATER LINE $�° PROPOSED 8" PUBLIC 1- 16 "x8" (MJ) TAPPING VALVE &SLEEVE SANITARY SEWER LINE "S1" — PERFORMED BY HANSON PIPE 16' SEE SHEET C2.4 1/2" I R_ S 26 ' 13' 17" E - 375.40 _ UT _ - -- - UT - UT — — — — UT -- — — — UT — -- --- UT -- UT 1/2" I.R -0HE- - - -0HE- - -0HE--- -0HE--- -0HE-- - -0HE -- - -0HE-- _ -0HE--- -0HE--- -0HE - - --0 - - - -0HE -- -0HE---- BHE - -- 1 +00 2 +00 F II— A14L —SD— _ — _ _ SD _ _ _ _ _ _ 24" STORM DRAIN _ — A STA. 0 +49.14: WATER LINE "W2" M 6" 1 -8 "x6" (MJ) TEE 1 -6" (MJ) GATE VALVI� & BOX FIRE HYCjRANT ASSEMBLY XISTING 6" PUBLIC SAF4ITARY SEWER "ss� 6 "Ss 20' PUBLIC 6 _WA _ LK F10 SCALE: 1"=30' CoCS ELECTRIC LINE SPRINT FIBER OPTIC LINE w VERIZON UNDER -BUILD /� 63 4 , 3 " W DIRECT BURY - 48" COVER / / ' 1 ®.00 25' PUBLIC UTILITY EASEMENT UT — — — — UT — — — — UT — — — — UT — — — — UT — — UT — — — — UT — -- — UT aW - - -QWE H� = '� 1 STA. 5 +89.14: WATER LINE "W1" 1 -8 "x6" (MJ) TEE h16" 1 -8" (MJ) GATE VALVE & BOX 0 1 -6" (MJ) GATE VALVE & BOX 1—STANDARD FIRE HYDRANT ASSEMBLY 1 4 - co — — — UT — — — — UT — — — — UT — — — — UT -- — — — UT — — — — UT — — w S 26 1 3 9 17 E - 9 _ _ _ _ Q - - - -0HE- - - - -OHE - - -OHE- Q HE- - - -0HE - -0HE�- - s -0HE- - - -0HE- - - -0HE - S.26' 13' 17" E a - - — — SD 35' PUBLIC UTILITY EASEMENT I 7 — — — 5.50' Y� 42" STORM DRAIN I 42" STORM DRAIN - - — SD — - --SE)— — — m — — — — SD — — — — M — — — — sD — — — — M — — — — SD — — — — sro — — — — sD --- sD — — — — I --- w ---- m ---- m ---- m—® --- m-- I 8" PVC (C905, CLASS 200) 1 8" PVC (C905, CLASS 200) WATER LINE W2 i � WATER LINE W2 WALK a 4" COWUIT FOR PHONE, SEE SHEET C1.4A y CONDUITS FOR CABLE, ScHEET C1.4A $9. . i^ It y'L.rV - HORZ: 1"=30' VERT. 1"=3' It II II �I I I Y� I II �I I� II a F O r -- 8 Ss vj H 8 +00 W w 5.50' w 42" STORM DRAIN W c — SD— — — — SD — — — — SD — — Z.. BENCHMARK #1 ELEV= 337.39 SQUARE CUT IN CORNER OF SIDEWALK IN LINE WITH PROPERTY LINE BETWEEN McDONALD'S & CA -AWAY SUB. PHASE TWO RR SPIKE IN POWERPOLE AT SW CORNER OF MARION PUGH AND LUTHER STREET WEST 00 W W S Ld w W z u ! 7 V R ABON g M ETCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 219 -4174 SURVEYOR STRONG SURVEYING 1722 BROODMORE, SUITE 105 BRYAN, TX 77802 OFF: (979) 776 -9836 FAX: (979) 731 -0096 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON MAY 24, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. W J O O L.L! (n w qqd- Z > < CL + u i X N%..., p to Ld w z F_ T y w Ld =OX OR Q /1 LL VJ � � 0 0- IW- W a- F= zr I Z w w O w O I�.l�.� < Z (n W =) Z O w ® `J 0(/) m w ® } ON ui + Q m m z ® /� VJ � 0; g ■ ■ Qc- _ J • j 0 0 w m o o Ld � V F POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 2194174 SURVEYOR STRONG SURVEYING 1722 BROODMORE, SUITE 105 BRYAN, TX 77802 • k,oe' �'o / 49 5 OFF: (979) 776 -9836 FAX: (979) 731 -0096 Q VJ� H W W Z w W w cr Z s T J i U F 9) 1 N O N THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON MAY 24, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. ple Q M, F- LL v: LL W LL Z J C) F Q i 1,l Q ..r CLIENT INFORMATION STEPHEN KLEE PRS TEXAS A &M, LLC 11040 CRABAPPLE RD. ROSWELL, GA 30075 OFF. (770) 642 -3720 FAX: (770) 642 -3726 FILENAME: 0187W2A SCALE: AS SHOWN ISSUED DATE: MAY 24, 2004 DRAWN BY: R.A.M. 'CHECKED BY: R. A.M. FIELD BOOK: N/A I PAGES: N/A RABON METCALF ENGINEERING CLIENT NO. PROJECT N0. 154 - 0187 SHEET NO. 14 OF 20 • wo LLI ox . . 0. Llj f F 2E • • • • .. • • •` .. .. `i 0 • CLIENT INFORMATION STEPHEN KLEE PRS TEXAS A &M, LLC 11040 CRABAPPLE RD. ROSWELL, GA 30075 OFF. (770) 642 -3720 FAX: (770) 642 -3726 FILENAME: 0187W2A SCALE: AS SHOWN ISSUED DATE: MAY 24, 2004 DRAWN BY: R.A.M. 'CHECKED BY: R. A.M. FIELD BOOK: N/A I PAGES: N/A RABON METCALF ENGINEERING CLIENT NO. PROJECT N0. 154 - 0187 SHEET NO. 14 OF 20 HIC RAMP NOTES: 0 ° o ° o ° o ° o ° o`� a y �o af y Z Q 1. ALL H/C RAMPS SHALL MEET ADA & ANSI STANDARDS. Ov w § 2. MAXIMUM CROSS -SLOPE OF 2.00% IN ALL DIRECTIONS. 3. ALL RAMPS SHALL HAVE A DETECTABLE WARNINGS CONSISTING OF RAISED TRUNCATED DOMES WITH A NOMINAL DIAMETER OF 0.9 ", A NOMINAL HEIGHT OF 0.2" AND A CENTER -TO- CENTER SPACING OF NOMINAL 2.35" AND SHALL CONTRAST VISUALLY WITH ADJOINING LEGEND & BORDER - GREEN SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON- LIGHT. N TAPER CURB 4. APPLY LIGHT BROOM FINISH TO ALL NEW CONCRETE. a qq 6 ° O ° O ° O A 5. RAMPS SHALL BE ACCENTED WITH COLOR AS SPECIFIED BY THE ARCHITECT. � Z w cn = O X i 000 p ° d. 6. TYPICAL ® 4' OR 8' CONCRETE c�v w Q SIDEWALK v�iz Ll..I Q z 0 TYPICAL °0 °0° 000 O0 WHEEL STOP 6" °0000 0000000 � ° 0 ° 0 8 O °0 ' °0 00 0{ 6 » f. L ■ ■ <mm J J ~O U J c ° O ° O H O ° O ° O ° O ° 0000000 0 00� 0 0 W �0 ° 0 ° 0 ° 0 ° 0 ° 0°& 0 ° 0 o r 0 o Oo 0 °01 o m 0 000000 ;000 0 ° 0 000 m �',,, (� 1_ ° °000° <?00°° � f� O ') 0' O 0 O ° 0 ° 0 ° ° ° O' O V W �E?� b ° 0 j ° O ° O� - `{T O O o p O Oi- 0 0 0 0 o a A .°i 1 0 > O° e o f o 0 000) w TYPICAL RESERVED Q � b ° O b ° o ° o ° o`'o ° o ° o ° o ° 0 0 ° 0 0 � OR VAN RESERVED HANDICAPPED ° 0°0 ° 0 ® 000� ° 0� ° 0 � ° °o tK ��'/ °- w uj 0 ° o ° o ° o ° o ° o`� a y �o af y Z Q 10000000000 o 5 °00000 ° 0 ° 0 0 000001 000 DETECTABLE Ov w § _ o °o ° ol WARNING AREA 6" RAISED pTS 0 0 0 0 °o° 00000 O fo °O° °0000000 °00 °' LEGEND & BORDER - GREEN 5 0 N TAPER CURB DETECTABLE 6 SQ a qq 6 ° O ° O ° O A WARNING AREA � Z w cn = O X i 000 p ° d. 6. TYPICAL ® a- 0 c�v w Q WHEEL STOP v�iz 4" STRIPPING ® 16" O.C. (PAINTED BLUE) z 0 I 0 o N I 00 PARKING SIGN 6" RAISED CURB �7 —� 2.00% (MAX) o X o o� Nv 4" STRIPPING (PAINTED BLUE) 8' -0" (VAN) OR 5' -0" (REGULAR) 8' -0" 8' -0" PEDESTRIAN AISLE H/C PARKING ROW WIDTH VARIES PER LOCATION N.T.S. 18" 6" 12" 12 1 J "R (TV) 11 RVED SIGN NOTES: 3C RESE 1. SIGN SHALL BE TYPE R7 -8 AS IDENTIFIED 1" IN THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 3C 2. SIGN COLORS SHALL BE AS FOLLOWS: 1 17 TEXT - GREEN LEGEND & BORDER - GREEN BACKGROUND - WHITE SYMBOL - WHITE ON BLUE BACKGROUND 6" SQ PENALTY SIGN NOTES: 18" 3. SIGN SHALL BE TYPE R7 -8A AS IDENTIFIED IN THE TEXAS MANUAL ON UNIFORM TRAFFIC 24" 1 r CONTROL DEVICES. 4. SIGN COLORS SHALL BE AS FOLLOWS: TEXT - GREEN LEGEND & BORDER - GREEN BACKGROUND —WHITE 2" 1C 1 r 6 » 1C 9c 2 " w w v z O 0 . o I 0 N r 0 I 0o CONCRETE CURB & GUTTER (TY 1) TYPICAL VAN RESERVED HANDICAPPED PARKING SIGN =2ZC 0 ° o ° o ° o ° o ° o`� a y �o 2C RESERVED SIGN NOTES: a- �- °o ° o ° O ° o ° o ° o 1. SIGN SHALL BE TYPE R7 -8 AS IDENTIFIED p h in IN THE TEXAS MANUAL ON UNIFORM TRAFFIC ° o ° o ° o ° o ° ' o ° o ° o ° o ° o� 6" RAISED _L 2. SIGN COLORS SHALL BE AS FOLLOWS: f °o °o °o °o °�o °o °ood CURB ° 0 ° 0 ° � LEGEND & BORDER - GREEN �0 ° 0 °o° 0 °° 0 _o. yy�0000o o R6' o °o °O °� 0000 N O 080 O"0 O 1 0 000 3 000000000 DETECTABLE 6 SQ a qq 6 ° O ° O ° O A WARNING AREA � Z w cn = O X i 000 p ° d. 6. CL ® a- 0 TAPER CURB w Q v�iz Ll..I Q z 0 TYPICAL ® ® V/ WHEEL STOP 5 _ � }ON f. L ■ ■ <mm J J ~O U J 0 0 W Q n C) C) (MAX) �---•- 4" STRIPPING ® 16" �',,, O.C. (PAINTED BLUE) oQ N� TYPICAL WHEEL STOP HANDICAPPED SYMBOL (PAINTED BLUE) ILL F in n 4' -0" CONCRETE 1 3/8" SIDEWALK 2" B SERIES r00O ° O o : ° o ° o o 1 1/8" ( ° 0 ° ° O ° 0 ° � ° o ° o ° 0� 0 0 2" (O O O O O O O� DESIGNATED °o° p °0 °0° 2" C SERIES 0 0 �o ° 0 » 0 a- D O O O O O 00 1 1/2" 6 RAISED \ �2 'o °o 0° 0 ° 0 ° 0 ° r CURB 1z 1 O ° O 0 / PARKING o 2" C SERIES �0 ° o 7 o O ° 0 ° 00� / 2 " (p 0 0 0 0 0 0 oo o 0o 0000 1 1 0 o 000000 ONLY ° ° °° ° ° °° 2" C SERIES 000 00000000000 --- --- 2 1/2" 6' -0" FLARE 4' -0" RAMP - 6' -0" FLARE SIGN FIRE LANE DETAILS AMBULATORY RAMP N.T.S. N.T.S. 1 rR (TYP) I 12" 4" 1 �» 1.5C 1" 1.5C 6" RAISED CURB N ASPHALT PAVEMENT co 0 ° o ° o ° o ° o ° o`� t w 2C RESERVED SIGN NOTES: a- �- °o ° o ° O ° o ° o ° o 1. SIGN SHALL BE TYPE R7 -8 AS IDENTIFIED p h in IN THE TEXAS MANUAL ON UNIFORM TRAFFIC ° p ° p CONTROL DEVICES. 2C _L 2. SIGN COLORS SHALL BE AS FOLLOWS: CURB 1" TEXT - GREEN ° 0 ° 0 ° � LEGEND & BORDER - GREEN 0 0 0 9 o 0 o 0000 BACKGROUND - WHITE O 080 O"0 O 1 0 SYMBOL - WHITE ON BLUE BACKGROUND 6 SQ 4" 1 �» 1.5C 1" 1.5C 6" RAISED CURB N ASPHALT PAVEMENT co 0 ° o ° o ° o ° o ° o`� t w f000000 °o °o °O a- �- °o ° o ° O ° o ° o ° o Q- o ° o ° o p h '0 ° ° °0 0 °° p ° � ° p ° p 6" RAISED 1 0 0 ° 0 ° o ° o ° o 0 ° o ° 00 CURB l0 ° 0 ° Q ° 0 ° o ° o ° ° 0 ° 0 ° � d DETECTABLE 0 0 0 9 o 0 o 0000 WARNING AREA O 080 O"0 O 1 0 O O o 00000 � o e o_o, a o_ o_ 0_ F TAPER CURB F 2.00% (MAX) O xQ 0 Cpl H/C RAMP NOTES: 1. ALL H/C RAMPS SHALL MEET ADA & ANSI STANDARDS. 2. MAXIMUM CROSS -SLOPE OF 2.00% IN ALL DIRECTIONS. 3. ALL RAMPS SHALL HAVE A DETECTABLE WARNINGS CONSISTING OF RAISED TRUNCATED DOMES WITH A NOMINAL DIAMETER OF 0.9 ", A NOMINAL HEIGHT OF 0.2" AND A CENTER -TO- CENTER SPACING OF NOMINAL 2.35" AND SHALL CONTRAST VISUALLY WITH ADJOINING 6" RAISED SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON- LIGHT. CURB 4. APPLY LIGHT BROOM FINISH TO ALL NEW CONCRETE. 5. RAMPS SHALL BE ACCENTED WITH COLOR AS SPECIFIED BY THE ARCHITECT. X o Q 2.00% 04 ( BEGIN RAMP CAD R.P. N.T.S. RESERVED PARKING SIGN SIGN NO. R7 -8 w /VAN SIGNAGE WHERE APPLICABLE PENALTY PARKING SIGN (AS SPECIFIED) 2j"O GALVANIZED PIPE @ 2 LBS. /FT. FINISH GRADE �s CLASS "B" CONCRETE FOOTING 4" STRIPPING ® 16 HANDICAPPED -\-4" STRIPPING 4" STRIPPING ` O.C. (PAINTED BLUE) SYMBOL (PAINTED BLUE)w, (PAINTED BLUE) (PAINTED BLUE) ' 8 -0 » (VAN) '- " ' -0" (REGULA) g' -0" 8' -0" ' -0" (REGULA) g' -p„ 8 , -0 „ PEDESTRIAN AISLE 8 8 0 PEDESTRIAN PEDESTRIAN AI L AISL H/C PARKING ROW WIDTH VARIES PER LOCATION N.T.S. TYPICAL RESERVED HANDICAPPED PARKING SIGN - � O CURB (n 1 ) 4" STRIPPING (PAINTED BLUE) v °v °v° o ° o ° o ° 0 ° o ° o ° o ° o ° o`� t w f000000 °o °o °O 9 000� ° O ° o ° O� 1r o p h 4� OP� 0 0 J °o °o °o 0 0 0 0 0 0 0 0 ° 0 ° o q °000°Q0 °� °0 0 ° 0 ° 0 ° 0 0 03 O 1 p ° 0 0 ° 0 ° ° (o o 0 0 0 0 0 0 0 0 0 0 � o � 0 . 0�0_0 a H/C PARKING SIGN NOTES: 1. ALL SIGN HARDWARE SHALL BE GALVANIZED. 2. MOUNTING HEIGHT SHALL BE A MINIMUM OF 60" ABOVE THE GROUND, FLOOR OR PAVING SURFACE AS MEASURED TO THE LOWEST CHARACTER OF THE LOWEST SIGN. 120 HANDICAP SIGN 'BUNTING N.T.S. RABON M ETCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer @juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 2194174 SURVEYOR STRONG SURVEYING 1722 BROODMORE, SUITE 105 BRYAN, TX 77802 OFF: (979) 776 -9836 FAX: (979) 731 -0096 P THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON MAY 24, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. 5TMt3UL (PAINTED BLUE) J Z > Q Q c Lj O W Lli ® Q � Z w cn = O X CL ® a- 0 Z w Q v�iz Ll..I Q z 0 Q ® ® V/ 11 W � }ON W L ■ ■ <mm J J ~O U J 0 0 W Q n C) C) 5TMt3UL (PAINTED BLUE) PROVIDE & INSURE CLEAN DURABLE SURFACE 3" H.M.A.C. (TYPE D) PER TxDOT ITEM 340 24" APHALTIC PRIME (MIN) COAT 8" (MIN) OF LOW PERMEABLE SOIL STRAIGHT SAW CUT ----�, EXISTING H.M.A.C. EXISTING BASE & SUBGRADE UNIT DRAINAGE FILL (W' CRUSHED ROCK OR STONE) •P-. .a, - e - .. w. .:. +._ X22 ?''Y: °•. i�.,^vS.7c .a'�. : _...a`l: - _ > - .. _ .° 4 �.. M •. 6" LIMESTONE BASE (TYPE A, GRADE 1), PER TxDOT ITEM 247, COMPACTED TO 95% OF MAXIMUM DRY UNIT WEIGHT (ASTM D1557) 6" LIME STABILIZED SUBGRADE (w /6% LIME BY WEIGHT) COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) (FOR SOILS w /PI >18) N.T.S. CURB NOTE: EXPANSION JOINTS TO BE PLACED AT 60' INTERVALS AND AT ALL RADIUS POINTS, P.C.'s, P.T.'s. CONSTRUCTION JOINTS SHALL BE PLACED AT 20' INTERVALS. H.M.A.C. PAVEMENT CONSTRUCTION: CONSTRUCT A PAVEMENT CROSS — SECTION THAT CONSISTS OF: --� * 6" LIME STABILIZED SUBGRADE (WHERE APPLICABLE); * 6" FLEXIBLE LIMESTONE BASE; * 2" HMAC FOR BINDER COURSE; ■�■ * ADHERE TO 2ND STAGE PREPARATION REQUIREMENTS; L>..f * 1" HMAC FOR SURFACE COURSE; :!-z o � 2ND STAGE PREPARATION REQUIREMENTS: * IDENTIFY FAILING PAVEMENT AREAS, SAW CUT INITIAL BINDER COURSE, AND 0 REPAIR /REPLACE FLEXIBLE BASE, A MINIMUM OF 2' BEYOND THE FAILED AREA IN ALL DIRECTIONS; • THOROUGHLY CLEAN INITIAL BINDER COURSE AND APPLY TACK COAT; CL • APPLY SURFACE COURSE AT MINIMUM THICKNESS. a _� H.M.A.C. (TYPE D) PER TxDOT ITEM 340 — SEE PAVEMENT BACKFILL OPTIONS FOR THICKNESS & 0 APPLICATION w /MODERATE PI ui CLAY (15 TO 35) 6" LIMESTONE BASE (TYPE GRADE GROUND A GRADE 1), PER TxDOT 24" 12 " TO BACK OF ITEM 247, COMPACTED TO CURB U O 95% OF MAXIMUM DRY 00 UNIT WEIGHT (ASTM D1557) Q PO C) 6" LIME STABILIZED SUBGRADE (w /6% LIME BY WEIGHT) COMPACTED TO 95% STANDARD PROCTOR DENSITY (ASTM D698) (FOR SOILS N.T.S. TYPICAL CONCRETE CURB & GUTTER (Ty 1 ) APHALTIC PRIME COAT J . '4 u BACKFILL w /SELECT FILL WELL COMPACTED 24" N.T.S. 9" (MIN) 6" UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD CONCRETE SIDEWALK, SEE DETAIL THIS TOOLED EDGE SHEET CONCRETE CURB & GUTTER, SEE PLANS FOR TYPE \i/ 21 04 DOWEL ® 24 O.C. 7' -0" 2 0 I SAWED OR FORMED, SEAL WITH JOINT MATERIAL. " TO SEALING NOT REQUIRED IN r" R CURBS. t T =5" — #4 BARS @ 18" O.C.E.W. T =7" — #4 BARS @ 18" O.C.E.W. CONTROL JOINTS SHALL BE PLACED AT 20' CENTER TO CENTER. CONTROL JOINT N.T.S. CONCRETE WALL w /BRICK VENEER SEAL w /EXPANSION #5 SMOOTH DOWEL, 18" LONG JOINT MATERIAL — & SPACED CAD 12" O.C. „ (COATED w /HEAVY GREASE) "R l 4 3" LONG METAL OR PLASTIC CAP, INSIDE NON — EXTRUDING DIAMETER TO BE jV" GREATER THAN FILLER DIAMETER OF DOWEL. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR EXPANSION /CONSTRUCTION JOINT TO BE SPACED AT 60' INTERVALS & PLACED AT ALL RADIUS POINTS, PC's, PT's & OPPOSITE PI's AND ON ALL HORIZONTAL & VERTICAL CURVES. EXPANSION J01 N T N.T.S. +0.15 WALL OPENING E" 3/4" a. 'd - • x M —0" 17' -0" PROPOSED GRADE +0.15 N.T.S. 4" PERFORATED PVC DRAINAGE TILE SIDEWALK NOTES: 1. CROSS —SLOPE OF SIDEWALK SHALL NOT EXCEED 2.00 %. 2. EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 30' SPACING AND AT ALL OTHER LOCATIONS WHERE SIDEWALK ADJOINS TO OTHER CONCRETE STRUCTURES. 3. CONTRACTION JOINTS SHALL BE PLACED AT A 5' MAXIMUM SPACING. SPACING SHALL BE UNIFORM. " EXPANSION JOINT MATERIAL & SEALANT (MIN DEPTH OF �') EXPANSION JOINT r 2" CLR 1" DEPTH (MIN) CONTRACTION JOINT LIGHT BROOM FINISH a �(n N CROSS - SECTION G G / ° o ° `� o ° 00 ° ° a KEYSTONE CAP UNIT KEYSTONE STANDARD UNIT O UNIT DRAINAGE FILL II CRUSHED ROCK OR STONE) 1 N 8" (MIN) OF LOW W PERMEABLE SOIL 8 Ix > FINISH GRADE DRAIN AWAY FROM WALL F1.00% SLOPE MIN N.T.S. DRAIN PIPE, SEE SHEET C1.3B FOR SIZE, TYPE & GRADE BACKFILL COMPACTED SUBGRADE AREA GRATE INLET No. ## (TY 1), SEE DETAIL SHEET C3.3 ELEVATION VIEW T =5" — #4 BARS @ 18" O.C.E.W. T =7" — #4 BARS CAD 18" O.C.E.W. CONSTRUCTION JOINTS SHALL BE PLACED AT DESIGNATED LOCATION AND MAY REPLACE CONTROL JOINTS AS REQUIRED. CONSTRUCTION JOINT N.T.S. 10' -0" COMPACTOR NOTES: SEE MANUFACTURER'S SHOP DRAWINGS FOR DETAILS REGARDING COMPACTOR UNIT BY S.P. INDUSTRIES, INC. +1.00 7" THICK CONCRETE SLAB w /6" OF EXISTING SUBGRADE SACARIFIED TO 95% STANDARD PROCTOR DENSITY (D -698) CONCRETE WINGWALL - TIED TO CONCRETE CURB & GUTTER WINGWALL ENDS AT o R.P. OF CURB & GUTTER 6" METAL FENCE PLAN VIEW COMPACTOR PAD SCALE: 1/4"=1'0" 24" THICKENED EDGE N.T.S. 12 " — #4 DOWEL @ 12 O.C. METAL KEYWAY A M ETCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 219 -4174 SURVEYOR STRONG SURVEYING 1722 BROODMORE, SUITE 105 BRYAN, TX 77802 OFF: (979) 776 -9836 FAX: (979) 731 -0096 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON MAY 24, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. • _ #4 BARS --� L11 (f) ■�■ L>..f w :!-z o � 0 w wQ U) = O W X z r �q� CL 0 a _� wZ) 0 0 m ui w W O N < mm V) � J J~ z J ^ _ j U O _> 00 Q PO C) • _ #4 BARS i CONCRETE CURB & GUTTER (TY 1), SEE DETAIL SHEET C3.2 1" 20' -0" CONCRETE CURB & GUTTER (TY 1), SEE DETAIL SHEET C3.2 �o in b i in N 6' -0" 20' -0" SECURITY GATE w /KNOX BOX, REF. ARCH PLANS FOR DETAILS / ROD IRON SECURITY / FENCE, REF. ARCH PLANS FOR DETAILS \ / & LOCATION E3 0 L CONCRETE CURB & GUTTER (TY 1), SEE DETAIL SHEET C3.2 0 I i I 2 X- GATE CONTROLLERS, REF. ARCH. PLANS GATE CONTROLL R`. FOR DETAILS REF. ARCH. PLANS -.FOR DETAILS X 03 1 c i� 20' -0" 21 20' -0" r �O 20' - 0" I r 2 p 0 I M Lo ROD IRON SECURITY FENCE, REF. ARCH PLANS FOR DETAILS & LOCATION 1/4" STEEL PLATE TYPICAL CONCRETE SIDEWALK TYPICAL CONCRETE SIDEWALK z z TYPICAL CONCRETE 0 PLAN 0 CROSS SECTION CURB & GUTTER a a - 'CURB & SIDEWALK -' LEAVE OUT (DISTANCE VARIES). SIDEWALK LEAVE —OUT DETAIL N.T.S. RING & COVER ELEVATED 3" (MIN) ABOVE GRADE IN NON- PAVEMENT AREAS CONCRETE THROAT RINGS (2 MINIMUM & 4 MAXIMUM) r 4,000 PSI - CONCRETE M @ 28 DAYS #4 BARS @ 12" 0.C.E.W. (ALL SIDES) i CONCRETE CURB & GUTTER (TY 1), SEE DETAIL SHEET C3.2 Ri0'_ (TYP) , CONCRETE CURB & GUTTER (TY 1), SEE DETAIL SHEET C3.2 'P�. FIRE LINE SIGN, SEE �103 DETAIL SHEET C3.1 ROD IRON SECURITY FENCE, REF. ARCH PLANS FOR DETAILS & LOCATION CONCRETE CURB & 0 WALK- 6' ETE ADJA TO GUTTER (TY 1), SEE a) CURB, SEE DETAIL DETAIL SHEET C3.2 Z SHEET C3.2 H/C DRIVEWAY RAMP 0) MAINTAIN 5' WIDE PATH @ H/C DRIVEWAY RAMP TY I, SEE DETAIL 1 2.00% CROSS -SLOPE (MAX) TY I, SEE DETAIL SHEET C3.1 - co THROUGH SIDEWALK SHEET C3.1 Z PROJECTION ' -------- - - - - -- — -- — — — — — — — — — — — — — — — — — — — — — — — — — 0000ae ool 00°0° 00000000000 0000000000000 0000000000000 0 000000000 000000000000 0000000000000 0000000000000 000 000000000000 0000000000000 O000000000000 Oo0o0o0000000 000000000000 0000000000000 OOOOOOOOOOOOO OOOO0000oo000 000000000000 0000000000000 0000000000000 0000000000000 000000000000 0000000000000 0000000000000 0000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — a00000000000 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — -- — — — — — — — — 0000000000 0000 _ -_ - — EXISTING CURB &GUTTER - EXPANSION JOINT -R !" — EXPANSION JOINT TO BE REMOVED — REPLACE @ NEAT SAW CUT @ NEAT SAW CUT MATCH PAVEMENT STREET SURFACING AS FLUSH NEEDED EXISTING CONCRETE EXISTING CONCRETE CURB & GUTTER CURB & GUTTER � . ���•ea w e•ti a •.••.e e e � � i IP•• eTe•�. e • e A !� SCALE: 1/8"=l N.T.S. SILT FENCE BURIED 6" BELOW GRADE (DOWNSTREAM) �/ /,�� (UPSTREAM) SIDE VIEW SILT FENCING N.T.S. RA-BON M ETCALF ENGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer@juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 2194174 SURVEYOR STRONG SURVEYING 1722 BROODMORE, SUITE 105 BRYAN, TX 77802 OFF: (979) 776 -9836 FAX: (979) 731 -0096 PRELIMIN THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON MAY 24, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. 6" THICK CEMENT STABILIZED BASE #4 BARS @ 6" O.C.E.W. (TOP & BOTTOM) 3" TO 5 "0 STONE (ASTM D448) GEOTEXTILE FABRIC EXISTING SUBGRADE 32 "0 STORM SEWER MANHOLE RING & COVER RING & COVER FLUSH w /GRADE IN PAVEMENT AREAS • x SEE PLANS c° FOR I + = DIMENSIONS ° I " Q m 6 . z (TYP) uj v AREA - INLET TABLE INLET GRATE M D o Z o W I < / #4 BARS ® ii \ � ' _ : °- > I a 12" O.C.E.W. .eL (ALL SIDES) .= _ •, :A :a- -e-� B II II EXPANSION PLAN VIEW \_NEENAH FOUNDARY JOINT GRATE AS SPECIFIED CONCRETE RESTRICT TO 24 "0 PAVEMENT (IF DISCHARGE OPENING APPLICAB E) AT INLET Al ONLY n + M #4 DOWEL @ 12 O.C. " �� / \ �� \� _ : a.. 6 " D o Z o W I < / #4 BARS ® ii \ � ' _ : °- > I a 12" O.C.E.W. .eL (ALL SIDES) .= _ •, :A :a- -e-� 6" THICK CEMENT-/ \\ BARS @ 6" O.C.E.W. STABILIZED BASE (TOP & BOTTOM) ELEVATION VIEW AREA GRATE INLET N.T.S. — g .O CONSTRUCTION ENTRANCE CURT GRATE 1 L L�� LGEOTEXTILE BAGS FILLED w /PEA GRAVEL - 6" MINIMUM HEIGHT & LAID END TO END NOTE: DURING CONSTRUCTION, THE CONTRACTOR SHALL PLACE SILT PROTECTION COMPLETELY AROUND CURB INLET OPENING. INLET SILTATION CON 00 1 v V) 000 �0 x w m COMPACTED FILL Kma", 1 7 FRONT VIEW 3' LONG WOODEN 24" HIGH SILT FENCE, AS MANUFACTURED BY SILT POST @ 10' STOP OR EQUIVALENT SPACING O.C. (MAX) EXISTING GROUND COMPACTED FILL TIE SILT FENCE THER AT JOINTS NYLON CORD ,-1/4" STEEL PLATE WATER/SEWER CROSSING NOTES 1. REPLACE SANITARY SEWER, A MINIMUM OF 18' CENTERED ON THE WATER LINE, WITH SDR -26, CLASS 160, IF SEWER IS DISTURBED OR SHOWS EVIDENCE OF LEAKING. THIS WORK SHALL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS. 2. BOTH THE WATER LINE AND EXISTING SANITARY SEWER SHALL PASS A PRESSURE TEST IN ACCORDANCE WITH THE SPECIFICATIONS. 3. THIS MINIMUM DISTANCE MAY BE REDUCED TO 6" IF THE SANITARY LINE IS REPLACED WITH A 18' JOINT OF SDR -26 CLASS 160 PIPE AND CENTERED ON THE WATER LINE. BACKFILL NEW SANITARY SEWER LINE w /CEMENT STABILIZED SAND BEDDING A MINIMUM OF 20' CENTERED ON THE WATER LINE. /- EXISTING OR I PROPOSED GRADE co I 18' -0" (MIN) CENTER JOINT OF PIPE OVER SANITARY SEWER z vo z It WATER LINE w N W U) TRENCH SHORING — MINIMUM REQUIREMENTS IDENTIFIER U EXISTING SANITARY SEWER LINE DEPTH KIND OR CONDITION UPRIGHTS (SEE NOTE #1) CROSS BRACES.' WIDTH OF TRENCH MAXIMUM SPACING N v. OF EARTH [DIMENSION IMUM MAXIMUM z w MAXIMUM UP TO 3 3 TO 6 o ENCASEMENT PIPE, 12 TO 15 AL - z SEE DETAIL THIS SHEET GREATER) N W DIMENSION SPACING FEET FEET �, ��i���i \ ��i���i��, SEAL END w /CEMENT GROUT � \ � \ 'I FEET FEET �f) OR MANUFACTURES SEAL N in) (ft) (in) (ft) (in) (in) V) I (in) O Jw 5 TO 10 HARD, COMPACT 3 x 4 6 N 0..6� 0 N O N 2 x 6 4 x 4 4 x 6 PVC WATER LINE I TRENCH SHORING — MINIMUM REQUIREMENTS IDENTIFIER BEDDING SIZE & SPACING OF MEMBERS DEPTH KIND OR CONDITION UPRIGHTS STRINGERS CROSS BRACES.' WIDTH OF TRENCH MAXIMUM SPACING OF TRENCH (ft) OF EARTH [DIMENSION IMUM MAXIMUM MINIMUM MAXIMUM UP TO 3 3 TO 6 6 TO 9 9 TO 12 12 TO 15 AL ORC TA GREATER) SPACING DIMENSION SPACING FEET FEET FEET FEET FEET �f) V J in) (ft) (in) (ft) (in) (in) (in) (in) (in) O V) 5 TO 10 HARD, COMPACT 3 x 4 6 N 0..6� 0 N O N 2 x 6 4 x 4 4 x 6 6 x 6 6 x 8 4 6 U) 2 OR 6 J_ ~ as LIKELY TO CRACK 3 x 4 3 4x6 4 2x6 4x4 4x6 6x6 6x8 4 6 2 OR 6 SOFT, SANDY, OR FILLED 3 x 4 CLOSE SHEETING 4 x 6 4 4 x4 4x 6 6 x 6 6 x 8 8 x 8 4 6 2OR6 HYDROSTATIC PRESSURE 3 x 4 OR CLOSE SHEETING 6 x 8 4 4 x 4 4 x 6 6 x 6 6 x 8 8 x 8 4 6 2 10 TO 15 HARD 3 x 4 OR 4 4 x 6 4 4 x 4 4 x 6 6 x 6 6 x 8 8 X8 4 6 2 6 LIKELY TO CRACK 3 x 4 OR 2 4x6 4 4x4 4x6 6x6 6x8 8x8 6 2x6 SOFT, SANDY, OR FILLED 3 x 4 OR CLOSE SHEETING 4 x 6 4 4 x6 6 x 6 6 x8 8 x 8 8 x 10 4 6 2 6 HYDROSTATIC PRESSURE 3 x 6 CLOSE SHEETING 8 x 10 4 4 x 6 6 x 6 6 x8 8 x 8 8 X10 4 6 15 TO 20 ALL KINDS OR CONDITIONS 3x6 CLOSE SHEETING 4 x 12 4 4 x 12 6x8 8x8 8 x 10 10x10 4 6 OVER 20 ALL KINDS OR CONDITIONS 3x6 CLOSE SHEETING 6x8 4 4 x 12 8x8 8 x 10 10x10 10x12 4 6 1 TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, CROSS BRACES. SHORING IS MOT RPnl IIRFI) w qni If) RnCK- HARI) SHAI F_ OR HARD SLAG. WHERE POSSIBLE, STEEL SHEET PILING J AND BRACING OF EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD. O w 0) Q C7 03 0 z Q (n 18' -0" (MIN) CENTERED ON SANITARY SEWER DIP WATER LINE (CLASS 350) FINISHED 18" SQUARE WATER LINE — S ANITAR Y PAVEMENT GRADE SEWER CROSSING(S)_ N.T.S. TRENCH WIDTH MAX = PIPE O.D. +24" EXISTING � Z MIN =PIPE O.D. +12" CLASS V: SALVAGED IRON BODY w /PLUG TOPSOIL 00 GRADE to - J, ! Jo 6" 45' ELBOW --\ f w CLASS IV B - COMPACT IN 8" (MAX) LIFTS TO 90% °D \\ - \ \ STANDARD PROCTOR DENSITY J H r \ \ /� / /��• �� \�\ /\�\� ® 0 TO +4% OF OPTIMUM Z w MOISTURE CONTENT INITAL BACKFILL - COMPACT INITIAL : _ : /�./ IN 6 (MAX) LIFTS TO 90% BACKFILL z_ STANDARD PROCTOR DENSITY r @ 0 TO +4% OF OPTIMUM MOISTURE CONTENT - WORK =- O.D. :=:_ == IN AROUND PIPE BY HAND TO SPRING LINE __ — _______ - -- PROVIDE UNIFORM SUPPORT OF PIPE _ _ _ _ _ _ UP TO SPRING LINE BEDDING - COMPACT IN 6" BEDDING ........ ..... ............. . .... .. .. ...... (MAX) LIFTS TO 90% _ ... ........ STANDARD PROCTOR DENSITY EQUALLY 0 0 TO +4% OF OPTIMUM SPACED MOISTURE CONTENT — LEVEL FINAL GRADE BY HAND MIX BROWN COLORING IN WHERE THE TRENCH BOTTOM IS CEMENT STABILIZED SAND FOR UNSTABLE, EXCAVATE TO A DEPTH AS WASTEWATER FORCE MAINS REQUIRED BY THE ENGINEER AND REPLACE w/A FOUNDATION OF CLASS IB MATERIAL. COMPACTED IN 6" (MAX) ASTM D2321 -89 LIFTS TO 85% STANDARD PROCTOR CLASSES OF EMBEDMENT & BACKFILL MATERIALS DENSITY. GIVEN IN TABLE 1 1 OF ASTM D2323 & SUMMARIZED AS TRENCH BEDDING CLASS IA: ANGULAR, CRUSHED ROCK, NO FINES N.T.S. CLASS IB: ANGULAR, CRUSHED ROCK AND SAND, WELL GRADED TO MINIMIZE MIGRATION OF ADJACENT SOILS. LITTLE OR NO FINES. CLASS 11 COARSE GRAINED SOILS, CLEAN. NATIVE SOILS FROM THE TRENCH GENERAL DO MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. CLASS 111: COARSE GRAINED SOILS WITH FINES. NATIVE SOILS FROM THE TRENCH GENERALLY DO NOT MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. BANK RUN SAND GENERALLY MEETS THIS REQUIREMENT. CLASS IV A: SELECT MATERIAL FROM THE TRENCH CONSISTING OF FINE - GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS. THIS MATERIAL MUST HAVE A LIQUID LIMIT <50 AND A PLASTICITY INDEX >7 AND > "A" LIME. SEE SPECIFICATION ASTM D2321 -89 FOR DETAILS. CLASS IV B: SELECT MATERIAL FROM TRENCH CONSISTING OF FINE - GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, FAT CLAYS, INORGANIC SILTS, FINE SANDY OR SILTY SOILS, ELASTIC SILTS. CLASS V: ORGANIC SOILS. MATERIAL FROM THE TRENCH WHICH DOES NOT MEET THE REQUIREMENTS OF THE ABOVE CLASSES. ALL ROCKS, LUMPS, AND CLODS MUST BE REMOVED FROM THIS MATERIAL PRIOR TO PLACEMENT IN THE TRENCH. THIS MATERIAL IS ONLY APPROPRIATE FOR TOPSOIL IN NON - STRUCTUAL AREAS. BEDDING TABLE IDENTIFIER BEDDING INITIAL TYPE TYPE BACKFILL Q CLASS III CLASS it (C CLASS 1B CLASS 1B W 10% (MIN) CEMENT PER � CUBIC YARD OF SAND CEMENT OR 2.5 SACKS OF STABILIZED CEMENT PER CUBIC SAND YARD (WHICHEVER IS GREATER) z M M c� J t0 N Z Z Q W 0 a •• 0 U r- R N w CL � tf) 0 J � 0 V) z w UJ �¢ X <� 0 z a d Q M N 0 a" d O U z Q v _ (o ° w" 0 z O w .. 3: N SPECIAL NOTES: 1. CLAYS, SILTS, LOADS, OR NON - HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. 2. THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. APPROXIMATE ANGLE OF REPOSE FOR SLOPING OF SIDES OF EXCAVATIONS TRENCH SAFETY NOT ES: DETAIL "A" STANDARD CASTING RING & COVER ELEVATED 3" (MIN) Iloe ABOVE GRADE IN NON PAVEMENT AREAS 30 "00" (6" THICK) CONCRETE SLAB MECHANICALLY COMPACTED EARTH FILL IN ( NON- PAVEMENT AREAS) 6" PVC (SDR 26, D3034) CLEANOUT STACK 6" STOPPER DETAIL "A" 12" THICK CEMENT STABILIZED SAND BACKFILL (WHEN IN PAVEMENT AREAS) SANITARY SEWER x_lv. ..• MAIN LINE 45' WYE STANDARD CLEAN OU T N.T.S. 1. O.S.H.A. STANDARD 29 C.F.R. 1926.650 SHALL BE USED FOR THE DESIGN OF TRENCH SAFETY REQUIREMENTS. SHOULD THERE BE ANY CONFLICT BETWEEN THIS DRAWING AND C.F.R. 1926.650, THE O.S.H.A. STANDARD SHALL PREVAIL. 2. WHEN CONDITIONS ARE SATURATED OR SUBMERGED USE THIGH SHEETING. THIGH SHEETING REFERS TO THE USE OF SPECIAL TIMBER PLANKS AT LEAST THREE INCHES THICK, STEEL SHEET PILING, OR SIMILAR CONSTRUCTION THAT WHEN DRIVEN OR PLACED IN POSITION, PROVIDE A TIGHT WALL TO RESIST THE LATERAL PRESSURE OF WATER. CLOSE SHEETING REFERS TO THE PLACEMENT OF PLANKS SIDE —BY —SIDE ALLOWING AS LITTLE SPACE AS POSSIBLE BETWEEN THEM. 3. ALL SPACING INDICATED IS MEASURED CENTER TO CENTER. 4. WALLS ARE TO BE INSTALLED WITH GREATER DIMENSION HORIZONTAL. 5. IF THE VERTICAL DISTANCE FROM THE CENTER OF THE LOWEST CROSS BRACE TO THE BOTTOM OF THE TRENCH EXCEEDS TWO AND ONE —HALF FEET, UPRIGHTS SHALL BE FIRMLY EMBEDDED OR A MUD SILL SHALL BE USED. WHERE UPRIGHTS ARE EMBEDDED, THE VERTICAL DISTANCE FROM THE CENTER OF THE LOWEST CROSS BRACE TO THE BOTTOM OF THE TRENCH SHALL NOT EXCEED 36 INCHES. WHEN MUD SILLS ARE USED, THE VERTICAL DISTANCE SHALL NOT EXCEED 42 INCHES. (NOTE: MUD SILLS ARE VALES THAT ARE INSTALLED AT THE TOE OF THE TRENCH SIDE.) 6. TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, TIMBER CROSS BRACES. 7. IF SHORING IS THE CHOSEN SUPPORT SYSTEM, THE INSTALLATION IS TO START FROM THE TOP OF THE TRENCH OR EXCAVATION AND WORK DOWNWARD. 8. SPOIL MUST BE STORED TWO FEET OR MORE FROM THE EDGE OF THE EXCAVATION, AND BE RETAINED IN AN EFFECTIVE MANNER. 9. WHEN HEAVY LOADS MUST BE LOCATED NEAR AN EXCAVATION, THE WALLS MUST BE BRACED, SHEET PILED, OR SHORED, TO SAFELY SUPPORT THE EXTRA WEIGHT. 10. DIVERSION DIKES AND DITCHES, OR OTHER SUITABLE MEANS, MUST BE USED TO PREVENT SURFACE WATER FROM ENTERING AN EXCAVATION, AND TO PROVIDE ADEQUATE DRAINAGE OF THE AREA ADJACENT TO THE EXCAVATION. WATER IS NOT ALLOWED TO ACCUMULATE IN A TRENCH OR EXCAVATION. 11. AN ADEQUATE MEANS OF EXIT, SUCH AS A LADDER OR STEPS, MUST BE PROVIDED AND LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL TRAVEL. RABON M ETCALF , E NGINEERING POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: rmengineer @juno.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CELL - (979) 219 -4174 SURVEYOR STRONG SURVEYING 1722 BROODMORE, SUITE 105 BRYAN, TX 77802 OFF: (979) 776 -9836 FAX: (979) 731 -0096 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON MAY 24, 2004. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. V) I— W co >Q 0 W W � �~ �w z Q .� Ld Q OX W� C �OaM� V J �� o I —. I— � �w� ZO O LLJ O V) N ® N 0..6� 0 N O N Q 3mm U) < <0 J_ ~ as Qto U U NOTE: VALVE EXTENSION TO BE USED ONLY WHEN TOP OF GATE VALVE IS DEEPER THAN 5 FEET FROM FINISHED GRADE. VALVE BOX PER SPECS. 2" SQUARE AWWA NUT EXTENSION. TERMINATE 12" FROM TOP OF BOX. STD. GATE VALVE W /STAINLESS STEEL BOLTS PVC OR D.I. PIPE WATER LINE" TEE OR TAPPING SLEEVE & VALVE AS REQUIRED STANDARD FIRE HYDRANT GATE VALVE W /VALVE BOX AS REQUIRED I AS ANCHOR 90° BEND - GATE VALVE - W /VALVE BOX STANDARD FIRE HYDRANT - FIRE HYDRANT LOCATION REALIGN AS NEEDED BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX General Notes: 24" X 24" X 6" 28 -DAY CONCRETE W 1 -00 STRENGTH= 2000 psi fv D E •' i' (1) Finely divided earth free of rock, lumps and clods exceeding 6" ' a ' shall be placed by hand, and compacted around the cast iron pipe VIEW A - A to a depth of 12" over the top of the pipe before back fill is begun 10 12 by any mechanical equipment. 5 (2) All concrete blocking shall be - 28 day concrete strength = 2000psi. 0.6 (3) All thrust blocking shall provide a minimum of 2 square feet of MAIN LINE bearing area of concrete on undisturbed soil, or as directed by the RESTRAINED JOINT engineer. (4) Water mains will not be fully pressurized until concrete has 6' M. J. ELL PLACED ON reached 7 day strength. 1. FURNISH AS SHOWN ON PLANS (5) All pipe will be laid so as the entire barrel will have full UNDISTURBED SOIL INSTALL ANCHOR COUPLING bearing on the fine graded trench bottom. Bell holes shall be cut 2.0 for each bell and fire hydrant. 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. (6) All gate valves to be "0" ring type, with non - rising stems; with IN -LINE M. J. ends including all glands, bolts and gaskets; and to open AND ON ALL VALVE SIGN POSTS. counter - clockwise (left). EARTH (7) All fittings shall be mechanical joints unless otherwise directed. >1 1' MIN. ED I I I W z J 3 0 c� 2" SQUARE AWWA NUT - FINISHED GRADE EXTENSION. TERMINATE 12" FROM TOP OF BOX. VALVE BOX PER SPECS. A A 6" AS REQ'D VARIES ANDARD FIRE HYDRANT BURY LINE I r 00 6" STD. 6" D.I. OR 0,909 PIPE d GATE VALVE 6" MJ ANCHOR WITH SS BOLTS COUPLING i f PEA GRAVEL - FILL BLOCKING I TO 1 FT. ABOVE WEEP HOLE - THRUST BLOCK TEE OR TAPPING SLEEVE & VALVE MECHANICAL JOINTS BLOCK USING 12"x12 "x4' AS REQUIRED WITH SET SCREW PRECAST CONCRETE RETAINER GLANDS BLOCK OR MEGA LUGS 6" X 12" GRA(1ELOK W /M.J. SPLIT GLANDS BLOCK AS DIRECTED (ROTATE TO FINAL GRADE) OPTIONA STANDARD FIRE HYDRANT ASSEMBLY W1 - 01 I� 24" X 24" X 6" 28 -DAY CONCRETE NOTES: STRENGTH= 2000 psi fv D E •' i' WTIH *4 BAR AROUND ALL VALVE BOX. ' a ' SADDLE AND THE WYE FOR DOUBLE SERVICE. VIEW A - A BROOKS UNDERGROUND I ENCLOSURE - MODEL 1220 OR APPROVED EQUAL ! SCH. 40 G ALV. PIPE VALVE BOX PER SPECS. A A 6" AS REQ'D VARIES ANDARD FIRE HYDRANT BURY LINE I r 00 6" STD. 6" D.I. OR 0,909 PIPE d GATE VALVE 6" MJ ANCHOR WITH SS BOLTS COUPLING i f PEA GRAVEL - FILL BLOCKING I TO 1 FT. ABOVE WEEP HOLE - THRUST BLOCK TEE OR TAPPING SLEEVE & VALVE MECHANICAL JOINTS BLOCK USING 12"x12 "x4' AS REQUIRED WITH SET SCREW PRECAST CONCRETE RETAINER GLANDS BLOCK OR MEGA LUGS 6" X 12" GRA(1ELOK W /M.J. SPLIT GLANDS BLOCK AS DIRECTED (ROTATE TO FINAL GRADE) OPTIONA STANDARD FIRE HYDRANT ASSEMBLY W1 - 01 �- METER WATER MAIN SERVICE CONNECTION VAULT FLOOR (6" LIP) NOTE: AND VALVE COMPACTION WITHIN LIMITS OF ASSEMBLY SHALL BE 957 STANDARD DENSITY PER METER VAULT ASSEMBLY W3 -00 ASTM D698 THE ENGINEER HOT -BOX POLY ROX MODEL PHRI WITH HEAT OR APPROVED EQUAL 4" X 3'X 3' CONCRETE PAD - 1" IRON PIPE THREAD COMPRESSION FITTING 1" BRASS ELL (TYP.)-\ AND 1" GATE VALVE u c 'PO NOTES: PIPELINE VOLUME (e..) 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" !Ell SADDLE AND THE WYE FOR DOUBLE SERVICE. SPECIAL CONDITIONS BROOKS UNDERGROUND I ENCLOSURE - MODEL 1220 OR APPROVED EQUAL ! SCH. 40 G ALV. PIPE 10 12 1.5 5 WARNING SIGN 0.6 THRUST MAIN LINE 6.5 RESTRAINED JOINT 1.5 6' M. J. ELL PLACED ON 4.0 1. FURNISH AS SHOWN ON PLANS 4 UNDISTURBED SOIL INSTALL ANCHOR COUPLING NE 2.0 DIA. 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. BLACK IN -LINE BLOW AND ON ALL VALVE SIGN POSTS. 3.5 EARTH SECTION X -X PLAN VIEW W3 - 01 r --- 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY TEXT -� 1.5 WARNING ED 2 FROM 20 GA S �EEL BAKED ON 0.9 ° 0.1 22.5° 10,12' 2.0 2.5 PIPING APPARATUS OR METER WITHIN THE VAULT. 1.2 1.1 0.3 Y- ® SELECT MATERIAL MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING 1.5 1.5 0.9 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A 10" 1125, NNDERGROUND PIPELINE ENAMEL FINISH. FURNISH ONE WARNING AND ONE VALVE SIGN 1.5 1.5 1.2 0.6 0.1 STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF 03 4 „ STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS CONTACT THE CITY AND ONE POST FOR EACH VALVE PIPE UNDISTURBED SOIL to ANSI /AWWA Standards for PVC Pipe. & installation W 4 - 0 0 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. O.D. 3. All bedding of Ductile Iron pipe shall be in BEFORE EXCAVATING ''INSTALLED AND AT OTHER O 6" MIN. /12" MAX. 4. Compaction shall be attained by mechanical tamping. 5. Relative compaction shall be tested in the presence of the 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON City Engineer. a LOCATIONS AS SHOWN ON PLANS. MECHANICAL JOINT PIPE. YELLOW FURNISH SAME NUMBER OF ° , M. J. TEE 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. BACKGROUND----- 14' REPLACEMENT SIGNS AS FOR EACH OR CROSS 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. - V AL V INSTALLED (OMITTING VALVE NUMBER ON VALVE SIGN BLANK) NO. (NOT A SEPARATE PAY ITEM) APPROVED 3" OR LARGER COMPOUND 3' X 3'X 6" METERS VAULTS & MATERIALS I (�I I �j 2" BLACK PRESSURE SENSITIVE NUMBERS CONCRETE SLAB APPROVED METERS - SENSUS SRH (U.S.GALLONS) 10 "� TO BE ADDED AFTER BASIC SIGN HAS BEEN APPROVED VAULTS - PARK DMC -BR WHITE PAINTED' PRE -CAST CONCRETE VAULT WITH BACKGROUND. MJ PLUG ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL „ PIPELINE WARNING SIGN BE USED ON ALL M. J. FITTINGS. I VALVE IDENTIFICATION SIGN �g' ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, 4' K BLUE, HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. CHANNEL POST 4' -0" CAST IRON VALVE BOX COVER - 2'X 4' X 6" CONCRETE SLAB 2'X 4'X 6" CONCRETE SLAB CONCRETE VAULT 4' -0° �� NOT GREATER THAN 45 °ACK FILL 9 �G VALVE AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL 6" DIP W /RETAINING GLAND;, AT BEND AND PLUG. P� �- METER WATER MAIN SERVICE CONNECTION VAULT FLOOR (6" LIP) NOTE: AND VALVE COMPACTION WITHIN LIMITS OF ASSEMBLY SHALL BE 957 STANDARD DENSITY PER METER VAULT ASSEMBLY W3 -00 ASTM D698 THE ENGINEER HOT -BOX POLY ROX MODEL PHRI WITH HEAT OR APPROVED EQUAL 4" X 3'X 3' CONCRETE PAD - 1" IRON PIPE THREAD COMPRESSION FITTING 1" BRASS ELL (TYP.)-\ AND 1" GATE VALVE BRONZE INSECT SCREEN u c 'PO SIDES OF COPPER PIPE. W /S.S. HOSE CLAMP I AFTER USE VOLUME (e..) 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" !Ell SADDLE AND THE WYE FOR DOUBLE SERVICE. SHALL INCLUDE ALL MATERIALS, AS SHOWN IN DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. 1" AIR RELEASE VALVE 7 3 SIZE OF LINES AND VALVES MAY BE MODIFIED BY APCO MODEL 50 / BROOKS UNDERGROUND I ENCLOSURE - MODEL 1220 OR APPROVED EQUAL ! SCH. 40 G ALV. PIPE 10 12 1.5 5 3.5 0.6 THRUST BLOCK- v: 6.5 RESTRAINED JOINT 1.5 6' M. J. ELL PLACED ON 4.0 W /THRUST BLOCK 4 UNDISTURBED SOIL INSTALL ANCHOR COUPLING NE 2.0 DIA. AND REDUCER AS REQUIRED 1.5 IN -LINE BLOW OFF ASSEMBLY 3.5 EARTH SECTION X -X PLAN VIEW W3 - 01 r --- GALV. ELL 6'8„ 1.5 1.5 BRONZE INSECT SCREEN GALV. NIPPLE I ; /- REMOVE AND DISCARD A (ft) SIDES OF COPPER PIPE. W /S.S. HOSE CLAMP I AFTER USE VOLUME (e..) 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" !Ell SADDLE AND THE WYE FOR DOUBLE SERVICE. SHALL INCLUDE ALL MATERIALS, AS SHOWN IN DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. 1" AIR RELEASE VALVE 7 3 SIZE OF LINES AND VALVES MAY BE MODIFIED BY APCO MODEL 50 / BROOKS UNDERGROUND I ENCLOSURE - MODEL 1220 OR APPROVED EQUAL ! SCH. 40 G ALV. PIPE 10 12 NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH II AFTER BLOW -OFF INSTALL MALE QUICK EXIST. GRADE i CONNECTION & CAP 1) 1 f BRASS BALL VALVE 1" APCO WAFER CHECK SERIES 300 BRASS THREAD PIPE 1" TYPE "K" COPPER TUBING i 1" TAPPING SADDLE W/ i " CORPORATION STOP. AIR RELEASE VALVE & VACUUM CHECK VALVE W3 - 02 BRASS ELL MJ TAPPED CAP CONCRETE BLOCKING (SEE BLOCKING DETAIL) WATER MAIN BRASS NIPPLE BLOW -OFF RISER W3 -03 NOTE =USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. TEE AND PLUG SCHEDULE ID rm) A (ft) t) A (ft) VOLUME (e..) 4,6,8 !Ell SADDLE AND THE WYE FOR DOUBLE SERVICE. APPROVED EQUAL. 5.0 10 12 1.5 5 3.5 0.6 0 o THRUST -- ¢ W ( o n o o THRUST a wU) 6 V) O - NY Y Qv m0 1110 M m POUR AGAINST POUR AGAINST UNDISTURBED UNDISTURBED EARTH EARTH TEE THRUST BLOCK PLUG THRUST BLOCK THRUST BLOCK NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT % . UNDISTURBED EARTH EXTEND BEYOND JOINTS p�P• PIPE JOINT TYPICAL HORIZONTAL THRUST BLOCK W2 -00 BEND MAIN TRACK A (ft) 8 (ft) C (ft) E (ft) G (ft) VOLUME (e..) SADDLE AND THE WYE FOR DOUBLE SERVICE. APPROVED EQUAL. 5.0 1.5 1.5 CD ..y. may• 90° r0.1 6.5 2.5 1.5 1.2 4.0 1.0 4 wa NE 2.0 DIA. 0.9 1.5 POUR CONCRETE OUTER AGAINST UNDISTURBED 3.5 EARTH SECTION X -X PLAN VIEW HORIZONTAL THRUST BLOCK SCHEDULE p�P• PIPE JOINT TYPICAL HORIZONTAL THRUST BLOCK W2 -00 BEND MAIN TRACK A (ft) 8 (ft) C (ft) E (ft) G (ft) VOLUME (e..) SADDLE AND THE WYE FOR DOUBLE SERVICE. APPROVED EQUAL. 5.0 1.5 1.5 0.9 2.7 0.4 90° r0.1 6.5 2.5 1.5 1.2 4.0 1.0 4 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN 2.0 2.0 1.5 0.9 1.5 0.2 ORIGINAL GROUND OPTIMUM TO -41 OF OPTIMUM UNDER FUTURE STREET AREAS. 3.5 2.5 1.5 1.2 2.2 0.5 MACHINE BORING MACHINE BORING 6'8„ 1.5 1.5 1.5 0.9 0.8 0.1 22.5° 10,12' 2.0 2.5 1.5 1.2 1.1 0.3 Y- ® SELECT MATERIAL MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING 1.5 1.5 0.9 0.4 0.1 1125, 10,12' 1.5 1.5 1.5 1.2 0.6 0.1 NOTES: MAIN TRACK 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 3. MARK EACH SERVICE END WITH METAL "T" POST BETWEEN THE SERVICE SADDLE AND THE CURB STOP PAINTED BLUE. FOR SINGLE SERVICE OR BETWEEN THE SERVICE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN SADDLE AND THE WYE FOR DOUBLE SERVICE. APPROVED EQUAL. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. TO PRESSURE TEST LINES IMMEDIATELY AFTER THE 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE STREET CROSSINGS HAVE BEEN INSTALLED. INSTALLED WITH THE MAIN LINE CONSTRUCTION. CONC. CURB & GUTTER APPROVED SERVICE SADDLES FOR DUCTILE AND PVC. OR TAPPED TEE CORP STOP G'16IIPl1 BRASS CURB STOP WITH PLUG (REF) - -- 4' MIN. I VIEW A -A o , DOUBLE SERVICE \ \ /!!iAV % /! \ \ / / /'.A //! \ \/// \ \ \\// 2' MIN. -3' MAX. BALL VALVE - PAD . 2' MIN. WITH PLUG (2 FOR DOUBLE SERV.) I A �- 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1 -1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV.) I 111SEE " TYPE K COPPER TUBING (SINGLE SERVICE) -1/2TYPE K COPPER TUBING (DOUBLE SERVICE) WATER LINE NOTE 1) WATER CROSSING W2 -01 OPEN CU LIMIT MAIN TRACK Q SELECT MATERIAL 3 I 3 MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF SUBGRADE DITCH � .. Q ��� \ \ \� ��, .: ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) - • o "^ • HE LARGEST DIMENSION), C T INCHES IN T ARGES NSION , OMPACTED 0 A o I 4' 6' . " : -• = ::. :. _ _ I MINIMUM OF 901 OF MAXIMUM DENSITY AS DETERMINED BY MIN 4' -0" MIN. ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER NON- STRUCTURAL 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. AREAS Ge ... YARDS, PASTURES, EASEMENTS) AND TO A 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN MINIMUM OF 981 OF MAXIMUM DENSITY AS DETERMINED BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN rm STEEL CASING CARRIER PIPE ORIGINAL GROUND OPTIMUM TO -41 OF OPTIMUM UNDER FUTURE STREET AREAS. IN FUTURE STREET AREA © GRANULAR MATERIAL TYPICAL CITY STREET CROSSING MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. MACHINE BORING MACHINE BORING OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC PLACE METAL DETECTOR MATERIAL AND WHICH, WHEN TESTED BY STANDARD (TUNNELING IN EMBANKMENT) (TUNNELING IN CUT) TAPE AT 12 " -18" DEPTH . LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 NOTE: Y- ® SELECT MATERIAL MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING 6 " -12" MINIMUM PERCENT PASSING 3/4" SIEVE 100 SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER © (MANUALLY THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL LINE CONSTRUCTION. i CONSOLIDATE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. AT OPTIMUM 3. DRY BORING IS REQUIRED. A.. MOISTURE) NOTES: 1. FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ 4 „ STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS TYPICAL RAILROAD CROSSING 2. All bedding & installation of PVC pipe shall be in accordance PIPE UNDISTURBED SOIL to ANSI /AWWA Standards for PVC Pipe. & installation W 4 - 0 0 O.D. 3. All bedding of Ductile Iron pipe shall be in accordance to ANSI /AWWA C150/A21.50. 6" MIN. /12" MAX. 4. Compaction shall be attained by mechanical tamping. 5. Relative compaction shall be tested in the presence of the 2' -O" MIN. MACHINE BORING 2' MIN. City Engineer. OPEN CU LIMIT 6. Dust resulting from the Contractor's performance of the work, PEN CUT either inside or outside the right of way, shall be controlled by LIMIT the Contractor. 7. All trenches shall be back filled and temporary paving or plating placed at the end of each working day. See "Open Cut Details" ST4 -00, ST4 -02 & ST4 -02. SIDEWALK K OPEN CUT OR BORED BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN AS DIRECTED BY STEEL CASING THE ENGINEER (TUNNELING) WIDTH OF PAVEMENT 0 T N-01" MIN. NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING GENERAL NOTES: 6. Dust resulting from the Contractor's performance of the work, PEN CUT either inside or outside the right of way, shall be controlled by LIMIT the Contractor. 7. All trenches shall be back filled and temporary paving or plating placed at the end of each working day. See "Open Cut Details" ST4 -00, ST4 -02 & ST4 -02. SIDEWALK K OPEN CUT OR BORED BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN AS DIRECTED BY MIN. MIN. N -0" BELOW DITCH FLOW LINE. NOTE: STEEL CASING CARRIER PIPE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING W4 -02 ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. 0 Cn N O o cn � W � 0 0 W 0 N 0 w o c N' 0 I T , cc O r7 0 STEEL CASING THE ENGINEER NON- STRUCTURAL OR FUTURE STREET AREAS AS REQUIRED CARRIER PIPE WT-03 NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING GENERAL NOTES: SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL APPROVED BY THE CITY ENGINEER. rm GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS TYPICAL CITY STREET CROSSING SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. W 4 - 0 1 APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY MACHINE BORING CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. (TUNNELING) SHOULDER SHOULDER VARIES VARIES ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. 5' -0" WIDTH OF PAVEMENT 5' -0" MIN. MIN. N -0" BELOW DITCH FLOW LINE. NOTE: STEEL CASING CARRIER PIPE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING W4 -02 ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. 0 Cn N O o cn � W � 0 0 W 0 N 0 w o c N' 0 I T , cc O r7 0 , s � � i I i . [ `(ItSI(i i h - 0 U ,. L ��prst W DRAWN BY: DATE: 1 -31 -03 SCALE: N T S APPROVED: W. P. I FIGURE WAW rm , s � � i I i . [ `(ItSI(i i h - 0 U ,. L ��prst W DRAWN BY: DATE: 1 -31 -03 SCALE: N T S APPROVED: W. P. I FIGURE WAW NOTE= MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. S ECTION A - A NOTE: DROP FITTINGS ARE TO BE RESTRAINED JOINT DUCTILE IRON PIPE. STD. 45° WYE - 3" A 45° BEND SEE BASE 5" MIN- 'ARIES WA NOTES: 1. A MAX_ OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT-OF -WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING /COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBEL /CONE SECTION. 3. MANHOLE BASE THICKNESS AND FOUNDATION AS FOLLOWS: MANHOLE DEPTH (FT.) BASE THICKNESS 0 - 12 --- ------------ - - - - - -- 8„ 12 AND OVER _-- ----------- ___ 12" 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT PAVEMENT - ----- - ---- - -___ 98 % STANDARD PROCTOR - ASTM D 698 LANDSCAPE AREA --- - ----------- ----- 90 % STANDARD PROCTOR - ASTM D 698 SEE NOTE 7. 5. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT -OF -WAY 6. IN FLOODPLAINS, THE CONE SHALL EXTEND ABOVE THE BASE FLOOD ARNNG ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED. SEWER SIGN 7. WARNING SIGN ONLY TO BE PLACED WHERE MANHOLE SIGN - °�� SEWER CROSSES OPEN FIELDS. (SEE DETAIL S01 -05) 6' -0" STD. CAST IRON MANHOLE COVER 3' MIN AND FRAME (30" DIA. OPENING) OR EQUAL 12" MAX. ,,,,.. SEE NOTE 1. PRECAST REINFORCED I s 2' 1 6" CONC. MANHOLE SECT. STD. 45° WYE ASTM DES. C -478 8' GF'..EEN, HEAVY DUTY, - CEMENT STABILIZED BACK FILL AROUND MH SHALL WING CHANNEL POST 6SAND SHOWN. BE AS PER NOTE 4. VARIES 5" MIN. (SEE TABLE) RUBBER - GASKET JOINTS W/ MORTAR SEALANT �M9, INSIDE AT ALL JOINTS PLUG r 6" MIN. A `45° BEND - 90° BEND - 6" MIN. BASE EMBEDDED AND 2" CLR. NON- SHRINK EPDXYED INTO MANHOLE WATERSTOP - PIPECONX (TYA GROUT NEW INVERT WALL 3 ". (SEE NOTE 2.) MANHOLE ADAPTER I B 1 PIPE O.D. SEAL, OR APPROVED PPPE 0. D. �- PLUS 18" EQUAL. (2 REQ'D) PUS 1 - 1 CONNECTION DETAIL SECTION VIEW WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. ( M MANHO CONNECTI%{ DETAIL B ' 1 (2 REQ'D) B STANDARD MANHOLE TIE-IN B 1 2 CONNECTION DETAIL SECTION VIFW NOTES: NOTE FOUNDATION % % % /i��;j j (SEE NOTE 3) 6 FT PVC DOUBLE WYE WITH PVC CAP 2.0' ' TIED TO WALL AND BASE. 16 42" , 1. FURNISH AS SHOWN ON PLANS WHERE DOUBLE WYE SERVICE (SEE NOTE 3) ..!; : /i ;' ', ;- ; %% j/; / /., METER BOX OR STANDARD ELEVATION IS LESS THAN 2' -7" 4 4 BARS, 8" O.C.E.W. CLEAN -OUT BOOT AND /OR AT EACH MANHOLE WHERE NOTE: DEPTHS GREATER THAN 12' BLACK BE SET TO ALLOW SANITARY WITH PVC CAP } SEWER LINE CROSSES OPEN FIELDS 11 4 BARS, 8" O.C.E.W. -- DEPTHS GREATER THAN 12' WILL * INVERT - 3/4 DIAMETER WILL REQUIRE 2 MATS OF OF PIPE TEXT W AR N I N G 2. SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. UP TO 24 ". 24" AND LARGER REINFORCING STEEL IN THE BASE. ENAMEL FINISH. FURNISH ONE 1 METAL "T" POST PAINTED GREEN. a SHALL BE FULL DEPTH INVERTS. 10" UNDERGROUND SEWER ONE SIGN AND ONE POST STANDARD DROP MANHOLE z ALL MATERIAL SHALL BE SDR 21 CONTACT THE CITY BEFORE EXCAVATING FOR EACH MANHOLE INSTALLED ACROSS OPEN FIELD AND AT OTHER NOTE= CAP CLEAN -OUT AT BLIND FLANGE ON R ESTRAINED STANDARD MANHOLE YELLOW GLUED FITTINGS WILL ONLY BE 1 LOCATIONS AS SHOWN ON PLANS. JOINT FOR FORCE MAINS ,, S 1- 0 2 ALLOWED AT THE DOUBLE WYE 6 CONNECTION. GLUED FITTINGS TO is BACKG OUND 14" ��� BE PVC -DWV. SEE NOTE 5 T FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH 5. A CLEAN OUT IS REQUIRED _FOR EARTH, SEE BEDDING MANHO E AND WILL BE INSTALLED BY INSTALLED (OMITTING MANHOLE NUMBER ON MANHOLE SIGN) AND TRENCH DETAIL NOTES: 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF 7' NO, (NOT A SEPARATE PAY ITEM) PIPE O.D. PLUS 4" REMOVE INVERT AS REQUIRED EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED N I 2" BLACK PRESSURE PERIPkE -RAL AND NEW INVERT FOR NEW LINE. NEW INVERT SHALL BY A CITY INSPECTOR, THE CONTRACTOR SHALL- BEGIN REMOVING THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. (v CEMENT STABILIZED SENSITIVE NUMBERS - ­_- -____ "STARTER" STAR ER" HOLES HAVE SMOOTH TRANSITION INTO EXITING INVERT. REWORK CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. 1D " TO BE ADDED AFTER BASIC SIGN HAS BEEN NOT LESS THAN 3" (SEE t` OTE 1.) EXISTING INVERT AS REQUIRED. 2• THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF WHITE PAINTED. OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. BACKGROUND. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SEWER WARNING AND 1 OPENING CREATION DETAIL - A - - - - -- NON- SHRINK GROUT MANUFACTURERS REQUIREMENTS. STACK 4. CONCRETE SHALL BE 3,000 P.S.I. MANHOLE IDENTIFICATION SIGN VARIES IN HEIGHT > 2.0' CONCRETE 45 BEND SYNKO -FLEX PREFORMED (SEWER TEE) SEE NOTE 5 BLOCK 1 ' -0 STD. 45° BEND PLASTIC ADHESIVE CLEAN OUT FOR MAIN LINE DIAMETER DEEP CONNECTION PROFILE S 1- 01 S2 - 01 *3 REBAR <14" LONG) Q SELECT NATIVE MATERIAL WATERSTOP, OR APPROVED EQUAL. (SEE NOTE 3_) 1 ._ O ., VARIES - EMBEDDED AND 2" CLR. NON- SHRINK EPDXYED INTO MANHOLE WATERSTOP - PIPECONX (TYA GROUT NEW INVERT WALL 3 ". (SEE NOTE 2.) MANHOLE ADAPTER I B 1 PIPE O.D. SEAL, OR APPROVED PPPE 0. D. �- PLUS 18" EQUAL. (2 REQ'D) PUS 1 - 1 CONNECTION DETAIL SECTION VIEW WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. ( M MANHO CONNECTI%{ DETAIL B ' 1 (2 REQ'D) B STANDARD MANHOLE TIE-IN B 1 2 CONNECTION DETAIL SECTION VIFW iii z a PLAN 13 0 (TYPICAL) SEE NOTE 5 o CONC.CURB & GUTTER SIDEWALK SIDEWALK rr \r / \ 3.5' MAX. OR AS DESIGNED � r (SEE NOTE 1.) 3.5' MAX. OR AS DESIGNED WATER LINE ( NOTE 1.) II (MIN. 4' BURY) PVC (SEE NOTE 3) 1 to 2' DESIRABLE 2' PVC 2.0' (SEE NOTE 3) _ II i T-Y SERVICE FITTING STD. 45 °PVC BEND (SEWER TEE) PVC SDR 21 D2241 01.01 MIN. SEWER LINE STD. PVC COUPLING PROFILE NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2' -7" BELOW PROPOSED BACK OF CURB, MIN_ SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL SERVICE CONNECTIONS WITHIN THE R -O -W SHALL BE SDR 21 D2241 MATERIAL. 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. SEWER SERVICE LINE CROSSING S3 - 00 MANHOLE DIA. 4" PVC EXTENSION 4 FT W /PVC CAP 5 FT (SEE NOTE 3) 6 FT PVC DOUBLE WYE WITH PVC CAP 2.0' ' (SEE NOTE 3) 16 iii z a PLAN 13 0 (TYPICAL) SEE NOTE 5 o CONC.CURB & GUTTER SIDEWALK SIDEWALK rr \r / \ 3.5' MAX. OR AS DESIGNED � r (SEE NOTE 1.) 3.5' MAX. OR AS DESIGNED WATER LINE ( NOTE 1.) II (MIN. 4' BURY) PVC (SEE NOTE 3) 1 to 2' DESIRABLE 2' PVC 2.0' (SEE NOTE 3) _ II i T-Y SERVICE FITTING STD. 45 °PVC BEND (SEWER TEE) PVC SDR 21 D2241 01.01 MIN. SEWER LINE STD. PVC COUPLING PROFILE NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2' -7" BELOW PROPOSED BACK OF CURB, MIN_ SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL SERVICE CONNECTIONS WITHIN THE R -O -W SHALL BE SDR 21 D2241 MATERIAL. 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. SEWER SERVICE LINE CROSSING S3 - 00 MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT >18in. <30in. 6 FT >36in. MAIN TRACK 31 � DITCH � �) 4 6 (� MIN. 4' -0" MIN. STEEL CASING CARRIER PIPE MACHINE BORING MACHINE BORING (TUNNELING IN EMBANKMENT) (TUNNELING IN CUT) NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL RAILROAD CROSSING S3 -01 2' -0" MIN. MACHINE BORING 2' MIN. OPEN CU LIMIT CUT (IT 51DEWALK MAY BE )FEN CUT OR BORED AS DIRECTED BY STEEL CASING --// THE ENGINEER AS REQUIRED CARRIER PIPE NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. TYPICAL CITY STREET CROSSING S3 -02 MACHINE BORING SHOULDER SHOULDER VARIES VARIES p WIDTH OF PAVEMENT 5'-0 MIN. MIN: 3' -0" BELOW DITCH FLOW LINE. STEEL CASING- CARRIER P NOTE= il- 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. "PICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING SS3 03 VERTICAL STEEL (TUNNELING) WIDTH OF PAVEMENT 16" OPE< LII T 12 3' -0" MIN. W /PVC CAP 30" 16 42" , 1. SHOULDER SHOULDER VARIES VARIES p WIDTH OF PAVEMENT 5'-0 MIN. MIN: 3' -0" BELOW DITCH FLOW LINE. STEEL CASING- CARRIER P NOTE= il- 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. "PICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING SS3 03 •2 HOOPS, 12" O.C. PIER DIA. AS SHOWN ON PLANS 3" CLEARANCE MININMUM SECTION A -A a � � PIER DIAMETER VERTICAL STEEL NOTE: 4" PVC EXTENSION 16" 8 24" 12 26" W /PVC CAP 30" 16 42" 24 1. WHERE DOUBLE WYE SERVICE (SEE NOTE 3) METER BOX OR STANDARD ELEVATION IS LESS THAN 2' -7" CLEAN -OUT BOOT BELOW PROPOSED BACK OF PVC DOUBLE WYE 2.0' CURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY WITH PVC CAP } SEWER SERVICE. (SEE NOTE 3) ; � 2. MARK EACH SERVICE END WITH 0 -� 1 METAL "T" POST PAINTED GREEN. a 3. z ALL MATERIAL SHALL BE SDR 21 D2241. �• 4. GLUED FITTINGS WILL ONLY BE 1 ALLOWED AT THE DOUBLE WYE 6 CONNECTION. GLUED FITTINGS TO is ��� BE PVC -DWV. SEE NOTE 5 T 6" CLEAN OUT STACK DIP OR PVC 5. A CLEAN OUT IS REQUIRED _FOR EARTH, SEE BEDDING AND WILL BE INSTALLED BY AND TRENCH DETAIL THE AT PLUMBER ROW PLAN FOR EACH VARIES CEMENT STABILIZED 2" CUSHION REQUIRED FOR ROCK, CONCRETE �i,.�i�,:i.�.,i:;.ii v;�..,�ii•,,;�;vy ��';.vi SAND AS SHOWN. 3.5' MIN.(SEE NOTE 1.)--<) NOT LESS THAN 3" PVC (SEE NOTE 3) (MIN. 1% SLOPE) STD. 45° BEND STACK VARIES IN HEIGHT > 2.0' T -Y SERVICE FITTING 45 BEND -_ (SEWER TEE) SEE NOTE 5 STD. 45° BEND STANDARD CLEAN OUT FOR MAIN LINE DEEP CONNECTION PROFILE S2 - 01 Q SELECT NATIVE MATERIAL ORIGINAL GROUND IN -R -O -W MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF FUTURE STREET AREA VARIES ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) NOTES: INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY PLACE METAL DETECTOR TAPE AT 12 " -18" DEPTH. 1 FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. 3.5' MIN.(SEE NOTE 1J I OPTIMUM TO +47 OF OPTIMUM UNDER NON- STRUCTURAL 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN AREAS Ge ... YARDS, PASTURES, EASEMENTS) AND TO A - QA SELECT MATERIAL ACCORDANCE TO ANSI /AWWA STANDARDS FOR PVC PIPE. MINIMUM OF 98Y OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 6 " -12" B (MANUALLY' ALL BEDDING &INSTALLATION OF DUCTILE IRON PIPE SHALL -'r OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. (g) GRANULAR MATERIAL 2/ CONSOLIDATE AT OPTIMUM BE IN ACCORDANCE TO ANSI /AWWA C150/A21.50. A. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. PVC (SEE NOTE 3) � (MIN. 1% SLOPE) MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE MOISTURE) - ,DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4" OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT OF 2.0 MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 7 -- PIPE UNDISTURBED SOIL WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. ALL TRENCHES SHALL BE BACK T -Y SERVICE FITTING (SEWER TEE) SEE NOTE 5 MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 0 .D. (3• FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 MINIMUM PERCENT PASSING 3/4" SIEVE 100 6" MIN. /12" MAX. 7. TWENTY -FOUR (24) HOUR NOTIFICATION TO ENGINEERING THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. STANDARD CONNECTION PROFILE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. COMPACTED CEMENT STABILIZED SAND, 1 -1/2 SACK /CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. SANITARY SEWER SERVICE CONNECTION BEDDING AND TRENCH FOR DI PIPE & PVC PIPE S)2 S2 -02 •2 HOOPS, 12" O.C. PIER DIA. AS SHOWN ON PLANS 3" CLEARANCE MININMUM SECTION A -A a � � PIER DIAMETER VERTICAL STEEL 0 5 BARS 16" 8 24" 12 26" 14 30" 16 42" 24 ES 4" WIDE X 3/8" THICK STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE DUCTILE IRON PIPE TO PIER (2 REQ'D. PER PIER) WRAP WITH ONE LAYER 1" x 18" GALVANIZED STEEL OF TAR PAPER TO ANCHOR BOLT SECURED TO PREVENT BONDING VERTICAL REINFORCING STEEL NOTES- _ 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. r- w A A FL 2. CHAMFER EDGES 3/4 ". 0 n ~o 3. CONTRACTOR SHALL CONSTRUCT = w CONCRETE PIER TO A MINIMUM a w VERTICAL STEEL AS PER TABLE DEPTH OF 6' OR TO A DEPTH IY Z a WHERE A GOOD BEARING SOIL w v v -2 HOOPS, 12" O.C. IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2" TOLERANCE. w 5. ALL INFORMATION SHOWN IS CITY t° a o MINIMUM. ALL PIERS SHALL BE o o POUR CON(. AGAINST DESIGNED BY A PROFESSIONAL ENGINEER. cn W m UNDISTURBED EARTH INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER IS4 -00 0 2 STIRRUP, 24" O.C. 2 „ N': +4 BARS 6" T CONCRETE ENCASEMENT _r u I MACHINED BEARING SURFACE 1 „ iI I I x 7/16„ -31 1-1-1/4" PICK HOLE DETAIL - SEE BOLT HOLE DETAIL (WATERTIGHT COVER ONLY) BOLT HOLE DETAIL 33 -1/4" 32-3/16" 4 1/2 1-1/21 FOR 1/4" DIA. - 1' NEOPRENE GASKET COVER BACK 7/16" 9 16" � E�_ 31 -7/8" 33- 15/16" � � 1- 1/2" 40 -3/4" T -� FRAME SECTION �21- 3/4 "�11t2 -1/2" 23" COVER SECTION (4) 1/2" DRILLED AND TAPPED BOLT HOLES (WATERTIGHT FRAME ONLY) (4) 1/2 "-13 X 1 -3/4" SS HX HD BLTS (4) 1/2 " -13 X 1 -3/4" SS HX HD BLTS WITH STEEL & RUBBER WASHERS WITH STEEL & RUBBER WASHERS (WATERTIGHT COVER ONLY -V1420 APT) (WATERTIGHT COVER ONLY -V1420 APT) PN 1 I AA,r s I I t t I inft , FRAME PLAN COVER FACE COVER FACE (VULCAN V1420) (VULCAN V1420) MANHOLE RING AND COVER & WATERTIGHT MANHOLE RING AND COVER S4 -01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION 90 GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE_ APPROVED EROSION CONTROL MEASURES MAST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS CONPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. z' C) cn >I� w c 0 Do cn 0 v- 0 •d- 0 O N 6 O co D 0 00 O D N 1111, 11 A- R 27 ,; 4 ' '4IIII i(I�I C��i ; "� m IL 0 0 W z. k«,a L DRAWN BY: W DATE: 1 -31 -03 SCALE: N T S APPROVED: W. P. I FIGURE 2 i. N 1111, 11 A- R 27 ,; 4 ' '4IIII i(I�I C��i ; "� m IL 0 0 W z. k«,a L DRAWN BY: W DATE: 1 -31 -03 SCALE: N T S APPROVED: W. P. I FIGURE 2