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HomeMy WebLinkAboutDrawings- � . I . . . . I I _. I -_ ,- . . - - . . \' . I . � "I . 7 :� V . I � . . I I . . I . / / (8098/249) � �N�� - ilk- NO'k,li 1 - RME DOC 'k Voi p , j, ' \ 11 I I lvlw� _r . - " ­ � . ­ ( 2 ) GENER � I . � I - I - 11�1 �/_ IX�E / . -756 ' - . ��' � r . I �� .q� . . . � . . . N\ \// / V I %. i�wl , _ __�\ \ . . D ' 0110. I OR 104.5'�- -1- . � �' ) � /0 I � - ��/ , .. XAS. I / /'- / . - � 0 1 11 N 1; (O/D.R.B.C.T.) DENOTES OFFICIAL/DEED RECORDS OF BRAZOS COUNTY, TE � � . (VOL. 4307, PG. / Ill, I I 11 '\ . I � . . I � I . I ­ .. / 8 /24-9) --- X . Ak � / � . I . ______ i ! N'�_ - I - '\_ / , A _7 , N NOT TO ". � .THIS TRA 2 AND PANEL NO. 48041C 0205D, FEBRUARY 9, 2000. - I a - \-" 4 '.. , I � _j N / / SCALL I S, NOT LIE �hli TI-IE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.EJA.A,- FIRIA COMMUNITY PANEL NO _� a! E: - C T -� - of A / I ill - I N ___\ ' - CT* DOE! . I 0 H . -N, N, I . rN - 72 AC.) * / / I . ! I 3. BASIS OF ..... . BEARING.- BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM:GPS OBSERVAT 0 � (VOL. .. '8 - I- � '� " . I ./ I I I I ' ' "/ \ ' *\ .. I < I I I r // . I I ' " "i 4"i Co \' / � I I . I I . ' . . . � , I . _\ . \\ 4. ALL PROP RNERS ARE MONUMENTED BY 1/2" IRON RODS UNLESS OTHERWISE NOTED. I . �_� /!.) - -d- I / I I \ , �� ,_ - � . I . I . I - I 1\ "I V I : "N-ii � "� , \'� N; � -- �' I - � / I Ir . . 1 ) "I A/ , � i � - % . - I's ' ' .1 . . . I .. - ) . .." - P.1-11E, '% - \' .. � � I � I \ \� U �� � ! I . I I . . UTILITY EASEMENTS D OF ALL BRUSH AND TREES, IMPLYING NO LANDSCAPING . 0ERMAii I _q' If- ,: '� " , - l . . I I ' . � 11 I- IN . . I . ), . 1 tQ � - -. , / I . . . I . � � I 'D --�]- I N'� " . � \�_ . 7. * UNLESS ,OTHERWISE NOTED PUBLIC UTILITY EASEMENTS LOCATED ADJACENT TO THE STREET RIGH -OF- AY ARE 15 WIDE AND I I . ,- .. - i; .. � \ �_ . I _j �. . � 0- - 11 , ­C'� � � � I \ , W UTY EASEMENTS ARE 20' ,WIDE CENTERED ON THE COMMON REAR PROPERTY Lli OR WHOLLY CONT . AINED IN . . I U) �% I � / ". ;F (CALLED 4. AC.) . I I / \ � . . � I i -8/240 \1 k.; . 11 . .' -11 I . I . 14 1 . , . . r I \ I . I . I I I . � I . , ,_ I I I I - N � , �"i - . I I � I I I (" f . 'r I - � 9. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, BEGINNING WITH ."A=" ARE ARC LENGTHS I I �' I; �� A_ )7; / //�_' . I � . � '/ '11 P 2'D - ':�' / (VOL. � / �� 1O. THE. INSTALLAT OF STREET LIGHTS WILL BE REQUIRED AND |�3TALLED |N �CCORDANCEVNTH 3��UuN &2.A.20 or /�� ` _ / � Cal UNIFIED DEVELOPMENT ORDINANCE- ' � � / � � . � � � � �'� ' 11' PR DRAINAGE EASEMENT: ' 1. � THE CONSTRUCTION' OR INSTALLATION. 0F ANY DRAINAGE OBSTRUCTION INCLUDING, BUT NOT UN|TE� TD VEGETATION,. ' ., _ . . � �- . '/ � �TOR��E BUILDINGS, ETC- �YMTH|� THE PRIVATE DRAINAGE EASEMENT |B PROHIBITED �w� ��HALL�BE REMOVED BY THE HDA |F � � ' � REQU AT THE OWNER'S ` ' � / `� - �*� PROPERTY OWNER WILL �iLO�'THE HOA A��E3�'TD AND |F N �A|NTENAN�E OF THE_PRV��E DRAINAGE /_ ` ' ` EASEMENT. ' PUE ' �` ' . ` - PR�PERT/�O�NER |SR��ONS|BLE F0R NmN�#N|N� A HEA�TH� L��N�|H �HE PRIVATE DRAINAGE EA�EWENT '~` � �� � 4�/S�5) ' � � � � � ' \ // 1' / ` ` 1. ' �Q�NC� WITH THE PD� . .� |N PER CITY ORD|H���E � � �THEY � GENERALLY `` �`` �' '//� `� /~ ` ' 1. BUILDING SETBACKS SHALL BE |N�ACCOR ux��u� � ,=, #�u/y- x�� ��a��, . `` '_` ,// � � �� ' / , _ �� FOLLOWS- �� � ' ' \�� -��^ / ��' 4�*��� ~` . � I R | � '� 0 ' �_ `�/ /_~ ,{ -/ )'/ `~�/�� 4^ `/'/^/ ~~ ���/�` ��� � ' ' ' � �� 8 _____ ' ' PUE, �UUU\� U||U|Y �8�����\ � '� F� PUBUC ACC�55 ���i STREET SIDE 15' 15' 1 ' . t ��>V ' - - \ / (I � p� � �MY 8������ ���| COMMON AREA SIDE 5P . . I I 5' . . . . / - ) .' \< A' (iri .1 I I I . I 1. I I '11�1" ' �_ ' ' I \4, . '-'' �- ' ' �� ' �� PR\( DRA|NA�E �5�T. � '� ' ' �U� AREAS D. _ ? ALL COWWON ABE�� kND PR\V�TE ACCESS A�E� ED D W/�NTNNB] B� �TH� HD��� SOME .COMMON ' EN�U�BERE� BY � PUBLIC UTILITY E � � O� R[V/��EEA�B�ENT�A3 \N0�AT�D |N THE u�E�HULLY � :�-n+`x. ` �� ' /0R \NFRA3T�UCTUR� WILL BE REFERENCED |N THE COV�NANTS �0N0�ONS. xND 3. H.O.A. �E�SE�ENT ACT �/�ND, � ' _ I RESTRICTIONS 0= THE SUBO|N�J0N� ` � . � ' DRAINAGE, �DEw�/x3 AND N�� S.U.D. �AINTENANCE C� THE PAVING, �/ x. n| I in 4` MAINTENANCE OF THE WATER SYSTEM wMLL - ���E THE SYSTEMS ��E�C�EpTED BY ^^'~- C| ---'-- -� '` ��. 18\ '`�~ '� ��w|T�nY SEWER SYSTEMS vwLL 8E THE Qlr u+ COLLEGE �/*o um -_ _ _ ' STATION. W/0NTE��N�� OF THE PRV�TE DR�N��E �ND DETEN��N F�CU� |� �D�WON� ��E��� (»�||CH |N�LUDE RO�D��Y � WED|AN PED ACCESS WAYS, AND PARK LIGHTING* WILL BE THE CREEK MEADOW ��{\A. ` z ' �ESP THE , REEK ���D�� *{>� 5. |LLUW|N��DN 0F��LL STR��T UQ1T3 AWn PA�K U�MT� SHALL BE THE FULL �N��O|UT��OF � . � I 11 � t � WELLBORN SPEC UTILITY 0�TR�T���L�PR0�DE TER �ox |n|� wo�mw��0N. xu- n�� �a/�xun�� rnu- "� "��~ AND COw TO THE TB/C� UN|R�D 'D�VELOPWENT �V|DEnNE5. � NQAR0�. �ND S�ECF���0NS. TH��E / , , I - -- i ~^''~'�~ ' / - �--' PUBLIC UTILITY EASEMENT AT,* FRONT T Q� THE R���EN�AL LOT3 TH�sE /~ '/ //' � WATERLINES YNL� BE� LOCATED N THE 15 U um � / ,' , _'_,_� ~ WATERLINES WILL PROVIDE THE REQUIRED FLOW T0 FIRE H ' ��� wE[T �RE pR RsQU|�8WEN�� A ��TER / � - ��EE NOT[ �� � � HYDRAULIC STUDY WILL PROV |LLUSTRAVNG��UO+� � ' ^/ / '/ / .\, � / /� // ,' (�� ' ' ��L BE �0��TRVCTED TO / �RBAN SECTON YN�H �oN�RET���URo �N� gUTT�R |N�T�WJ 0F A / / / � / � «r ` �� �� m� %L THE PROPOSED 3T���|� Bj DITCHES, m` `E �TOR� RUNOFF \N TM� �T�E�T� y0LL BE�CApTU�[D AND ,// / '/ / ` / � /�� � -�� ` TYPICAL RURAL SEC ��TH DP DRAINAGE D 'HARGED INTO ' /n EX\S�NG� «/cn R�pDSBJ DRAINAGE �y�TEW� DETENTION F�C|U�E5 / /' / //� �^� �// ��/ `�'~r"�� \�/ � v� WILL u� �m`o'""^'"' '" ~~'`^'~^ -- '-- - DEYELDpWENT GU|DEUNE� ST��DARDS �NO �P���ChT»N�� ALL �Y�TF� Y«LL �E DE�]GNED �O TnE LATE�T �/C3 UN|RBD . , D �R�|Nx�E IMPROVEMENTS WILL 8E |'SPECTED AND MAINTAINED GY THE C|7/ OF COLLEGE STATION. PAVING AN '` ' ' SYSTEM D���NB} IN 3 SANITARY SEWER .SERVICE F�� TH|� �U�D|vlS/0N WILL BE By �EAH3 OF A GRAVITY � Ty ' ; �U|DELNE� STANDARDS, A�D SPECIFICATIONS, THIS GRAVITY ACCORDANCE WITH THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, . . _ COLLECTION SYSTEM WILL ULTIMATELY DISCHARGE -« REGIONAL LIFT STATION THAT WILL P �P WASTEWATER n} AN EXISTING GRANTYSANITARY SYSTEM LOCATED mHTM|N*� E CASTLE GATE SUBDIVISION. ALL SAN TART ���ER �ON�TRUC�ON WILL uE INSPECTED AND MAINTAINED BY THE CITY OF COLLEGE STATION. . ' � ELECTRICAL 3E�\x�E �O� TM|S �U�n|N0ON Y0LL B� P�QV|D�D OY BRYAN TEXAS UTILITIES (BTU). THE ELECTRICAL �� �"-~ ' [ [RONT �r �|[ LOTS AND |N 10' D|S |OU�0N �Y3T[� YNLL n[ LOCATED IN �|[ 15' PU8L|C UT|UTy [��ON[NT LOCATED �T �| PUBLIC UTILITY EASEMENTS AS REQUESTED BY BTU. � I ��� ' . , '. ' � , ' ` '� ~ `. ,~ Filed for �n:� . , RRAZOS CO�NTY I �� U ` . Dn: Dor 17.7�1/ .� o'.l�o � LABEL (AC) BY EASEMENT DELTA ANGLE CHORD BEARING [ gHORD. LEI -�_----- P PROPERTY LINE -------- E EASEMENT LINE .� CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARIFjG - CHORD LEI' P,A^E. P PUBLIC ACCESS ESW7. ' � � P PR.D.[� P PR\� DRAINAGE ESMl PR'A.E. P PR\/ ESMT. _____ ' ' PUE, �UUU\� U||U|Y �8�����\ � '� F� PUBUC ACC�55 ���i STREET SIDE 15' 15' 1 ' . t ��>V ' - - \ / (I � p� � �MY 8������ ���| COMMON AREA SIDE 5P . . I I 5' . . . . / - ) .' \< A' (iri .1 I I I . I 1. I I '11�1" ' �_ ' ' I \4, . '-'' �- ' ' �� ' �� PR\( DRA|NA�E �5�T. � '� ' ' �U� AREAS D. _ ? ALL COWWON ABE�� kND PR\V�TE ACCESS A�E� ED D W/�NTNNB] B� �TH� HD��� SOME .COMMON ' EN�U�BERE� BY � PUBLIC UTILITY E � � O� R[V/��EEA�B�ENT�A3 \N0�AT�D |N THE u�E�HULLY � :�-n+`x. ` �� ' /0R \NFRA3T�UCTUR� WILL BE REFERENCED |N THE COV�NANTS �0N0�ONS. xND 3. H.O.A. �E�SE�ENT ACT �/�ND, � ' _ I RESTRICTIONS 0= THE SUBO|N�J0N� ` � . � ' DRAINAGE, �DEw�/x3 AND N�� S.U.D. �AINTENANCE C� THE PAVING, �/ x. n| I in 4` MAINTENANCE OF THE WATER SYSTEM wMLL - ���E THE SYSTEMS ��E�C�EpTED BY ^^'~- C| ---'-- -� '` ��. 18\ '`�~ '� ��w|T�nY SEWER SYSTEMS vwLL 8E THE Qlr u+ COLLEGE �/*o um -_ _ _ ' STATION. W/0NTE��N�� OF THE PRV�TE DR�N��E �ND DETEN��N F�CU� |� �D�WON� ��E��� (»�||CH |N�LUDE RO�D��Y � WED|AN PED ACCESS WAYS, AND PARK LIGHTING* WILL BE THE CREEK MEADOW ��{\A. ` z ' �ESP THE , REEK ���D�� *{>� 5. |LLUW|N��DN 0F��LL STR��T UQ1T3 AWn PA�K U�MT� SHALL BE THE FULL �N��O|UT��OF � . � I 11 � t � WELLBORN SPEC UTILITY 0�TR�T���L�PR0�DE TER �ox |n|� wo�mw��0N. xu- n�� �a/�xun�� rnu- "� "��~ AND COw TO THE TB/C� UN|R�D 'D�VELOPWENT �V|DEnNE5. � NQAR0�. �ND S�ECF���0NS. TH��E / , , I - -- i ~^''~'�~ ' / - �--' PUBLIC UTILITY EASEMENT AT,* FRONT T Q� THE R���EN�AL LOT3 TH�sE /~ '/ //' � WATERLINES YNL� BE� LOCATED N THE 15 U um � / ,' , _'_,_� ~ WATERLINES WILL PROVIDE THE REQUIRED FLOW T0 FIRE H ' ��� wE[T �RE pR RsQU|�8WEN�� A ��TER / � - ��EE NOT[ �� � � HYDRAULIC STUDY WILL PROV |LLUSTRAVNG��UO+� � ' ^/ / '/ / .\, � / /� // ,' (�� ' ' ��L BE �0��TRVCTED TO / �RBAN SECTON YN�H �oN�RET���URo �N� gUTT�R |N�T�WJ 0F A / / / � / � «r ` �� �� m� %L THE PROPOSED 3T���|� Bj DITCHES, m` `E �TOR� RUNOFF \N TM� �T�E�T� y0LL BE�CApTU�[D AND ,// / '/ / ` / � /�� � -�� ` TYPICAL RURAL SEC ��TH DP DRAINAGE D 'HARGED INTO ' /n EX\S�NG� «/cn R�pDSBJ DRAINAGE �y�TEW� DETENTION F�C|U�E5 / /' / //� �^� �// ��/ `�'~r"�� \�/ � v� WILL u� �m`o'""^'"' '" ~~'`^'~^ -- '-- - DEYELDpWENT GU|DEUNE� ST��DARDS �NO �P���ChT»N�� ALL �Y�TF� Y«LL �E DE�]GNED �O TnE LATE�T �/C3 UN|RBD . , D �R�|Nx�E IMPROVEMENTS WILL 8E |'SPECTED AND MAINTAINED GY THE C|7/ OF COLLEGE STATION. PAVING AN '` ' ' SYSTEM D���NB} IN 3 SANITARY SEWER .SERVICE F�� TH|� �U�D|vlS/0N WILL BE By �EAH3 OF A GRAVITY � Ty ' ; �U|DELNE� STANDARDS, A�D SPECIFICATIONS, THIS GRAVITY ACCORDANCE WITH THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, . . _ COLLECTION SYSTEM WILL ULTIMATELY DISCHARGE -« REGIONAL LIFT STATION THAT WILL P �P WASTEWATER n} AN EXISTING GRANTYSANITARY SYSTEM LOCATED mHTM|N*� E CASTLE GATE SUBDIVISION. ALL SAN TART ���ER �ON�TRUC�ON WILL uE INSPECTED AND MAINTAINED BY THE CITY OF COLLEGE STATION. . ' � ELECTRICAL 3E�\x�E �O� TM|S �U�n|N0ON Y0LL B� P�QV|D�D OY BRYAN TEXAS UTILITIES (BTU). THE ELECTRICAL �� �"-~ ' [ [RONT �r �|[ LOTS AND |N 10' D|S |OU�0N �Y3T[� YNLL n[ LOCATED IN �|[ 15' PU8L|C UT|UTy [��ON[NT LOCATED �T �| PUBLIC UTILITY EASEMENTS AS REQUESTED BY BTU. � I ��� ' . , '. ' � , ' ` '� ~ `. ,~ Filed for �n:� . , RRAZOS CO�NTY I �� U ` . Dn: Dor 17.7�1/ .� o'.l�o � �4��~� � to\ '� - / ,;" 0) I$ 11 -1, '(9- // / \ \ i )i - 'N ' ' / ' ` r ` / , � / ���p |. �5�I����� R�g��er�d Profess Land Surveyor No� �5�� �i th� State T�xoy. hereby I /,' � oerbfy N�L this p|u� is bny and correct and was propor�d from on actual survey of the ` /' ~�' // ' � `\ ��� ' a Lh t and monuments were p|6��d under myauponioion on -the ` // /' ~ (x1 ' � LR.E J. �` / , � ', .~ \ ,/ `�x �^/ '/ ,/ ~/ ` \ /, `` ` ' � � /' � ' /' \ 'v' ~�^ / `�^ 11 . / ~/ � ^~ ^' ` � � ��� / ~ � , ,/ _��, ~` | i '� / � / .~� /�� '' \ / �r���� �� ��\ ' � �� � � \ o . ���� �) = �,_ � � ,~ �.��~, / ` `_' / `* \ /' ~ ~ ' - \ \ ^ �/�t �� / �^ � ' � \^ ./, // \~' '' ^� \ � .�l�' - \�-� � \ ./ ���o' �� / _~�^ .^� ��/ ^�- ]��. � �= � ' ' _�«»z � U e l.' It ' _ ..~. ' As u I . Plots ` ` � � ' Docum e0t Number; 01107561 � ` Amount . _ ' � . �63.00 � ` � Rec�i t � 426O66 � ' � ` Ambgr MoehlNon . -- � GTATE OF �. /cx*� COUNTY OF BKAZOS , I h�Peby o certify . �his iDstrument wus filed oD the dt d t�=" � o� time stamPed hereon by me ` . ` and H8s duly r�cord�d io the volom� ond ooye ` , . of the Off�c�ol Publ/c records of: -�. -' ' ` + ' ` . � BRAZOS COUNTY �' ` ' / ` ' x .CURVE RADIUS � I DELTA ANGLE CHORD BEARING [ gHORD. LEI -�_----- P PROPERTY LINE -------- E EASEMENT LINE .� CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARIFjG - CHORD LEI' P,A^E. P PUBLIC ACCESS ESW7. ' � � P PR.D.[� P PR\� DRAINAGE ESMl PR'A.E. P PR\/ ESMT. m B BUILDING SET LINE LOT NUMBER | | | U U � B BLOCK NUMBER 8 8 U ' U U ��=� C L.15 N 40i`58'17" Ej �4��~� � to\ '� - / ,;" 0) I$ 11 -1, '(9- // / \ \ i )i - 'N ' ' / ' ` r ` / , � / ���p |. �5�I����� R�g��er�d Profess Land Surveyor No� �5�� �i th� State T�xoy. hereby I /,' � oerbfy N�L this p|u� is bny and correct and was propor�d from on actual survey of the ` /' ~�' // ' � `\ ��� ' a Lh t and monuments were p|6��d under myauponioion on -the ` // /' ~ (x1 ' � LR.E J. �` / , � ', .~ \ ,/ `�x �^/ '/ ,/ ~/ ` \ /, `` ` ' � � /' � ' /' \ 'v' ~�^ / `�^ 11 . / ~/ � ^~ ^' ` � � ��� / ~ � , ,/ _��, ~` | i '� / � / .~� /�� '' \ / �r���� �� ��\ ' � �� � � \ o . ���� �) = �,_ � � ,~ �.��~, / ` `_' / `* \ /' ~ ~ ' - \ \ ^ �/�t �� / �^ � ' � \^ ./, // \~' '' ^� \ � .�l�' - \�-� � \ ./ ���o' �� / _~�^ .^� ��/ ^�- ]��. � �= � ' ' _�«»z � U e l.' It ' _ ..~. ' As u I . Plots ` ` � � ' Docum e0t Number; 01107561 � ` Amount . _ ' � . �63.00 � ` � Rec�i t � 426O66 � ' � ` Ambgr MoehlNon . -- � GTATE OF �. /cx*� COUNTY OF BKAZOS , I h�Peby o certify . �his iDstrument wus filed oD the dt d t�=" � o� time stamPed hereon by me ` . ` and H8s duly r�cord�d io the volom� ond ooye ` , . of the Off�c�ol Publ/c records of: -�. -' ' ` + ' ` . � BRAZOS COUNTY �' ` ' / ` ' x / . I ..' I 1 I - QU. / // �� . 'q-k " I I -'�� ' ".!3�5%-w�'V,yip, . . -11 ' 1 � �MAD KERR, RPLS No, 4502 1 . ." .' � . " . tq � I Ir \ \ '�� '\�)p \ * I . . I ' "i - '.�­_.; 11%, I 11 "', k 11 ___1 I � . I % '.J'� . I . I k zi. . / K . 505 CHURCH STREET, P.O. BOX 269, 1 . � .� - v, - , -319.5 '. . . \ . . \ _ X n 1 k _-_� I - 5 0. . . Al . 011 ' .N C - \ \\_--'�_ " _­ \ , I I " * . . * / / a � -�:) ". � I �' - \ 9 \ -, -, \`� �)l I � I . 11 _/', . PHONE (979) 268 . I � . ( � 11 � . / \"%' ."'."* \ . \ - V \ (_R_� �__' - \ OL" � 958�, PG. 14�) , - . I � - ­ - _11 - \ . .. J I I . . / � 7 .11". . .1 T P - I _." . ' .- 1:A \ __ , i � * 'll, . I All AT '.. - - 0'."O.-Iili���" ! .. - m / �� -r~/ u`, ,' ` _- �'- ~. .-~~' C FK 8 �� |0 � � �� �� . -�� | ~-'' =�~~�-�-��-�__���_� ��`��-§L���_��� ��-��~�' �~~.�' 1 . T �_�' U / .~ U U � � . I . - - . S1 . . 9efore rile, the undersigned authority, on this day personally appeareddill'­ f-. L.00.4 �'-'�own to cornmiEsion or tile cit of College Station, hereby certif lot tile attached plot was duly I 1 �41 7 ACRE R.0,W. DEDICATION I . . � I . I . ImCOUEENY .COUNTY CLERE-z � I . � I l(s) whose. name(s) is/are subscribed to Hie foregoina instr and approved by the Commission oil the _�S d a y a f T' yl rzo� 20 - I TOTAL-7.410 ACRES I � . . � BRAZOS COUNTY - I COUNTY OF BRAZOS . I - the purpose - consideration therein . I .. . � � I E _. * f -_ 4P V . -_ --- '--' -_ -_ - � . . I I � . . � � . I designated herein as the CREEKJAEADQWS - I - Given under my hand and seal on this --/---- day o -_ I .j-f,- - ATT / 01 T T T . I � . . .. . . I I � I �. . College Station, Texas, and whose norne(s) IS/Ol subscribed hereLo, hereby dedicate to tile 20--j-1-- 1 . � i I COLLEGE SIAIION, .BRAZOS COUNIY, TEXAS I . I . . I� . I public. places there the purpose and consideration Lherein expressed. it" I I � I . . � . I � . � I . I I - N� SLADE nANDALL WEISHUHN . I . . . I ��/_ � . I I 1 -4111- .- , ­ P . . I � 1. . 1 A I � I I � 11- w." "� li �. . . . - . � . I . � I L_ _7z_-1 1 1 " I - % CERTIFICATE OF THE COUNTY CLERK � � . 'k _;­;.,.ix ?,'-v �- . c/o OLDHAM GOODWIN GROUP, LLC � 1 . . � � � . I . I - �� I . � I ' - I - I � - . 1 . . .11- 1. � . - .. ­ I . � I . I . wn r . I - " . 4 - 75�� -_ I - "A I., i . - . '...� . ip �' " 1 . I . .1 �. � ..� I � .11 1 �� . . ��__ZL'__li�._'._�_2__._,�� .� .': . "I .. .."', ! �. ­ I .. T I I SUITE 401 1 I . 1, I t- �? "(' _P - County Clerk in and for said county, do *1 I I . . . I I .. . . I ,� I I . I ,� . . . � L':�,_�1191�__' .�w . I � . . ____ . � � I . . . . I I I . . . . . I � City Engineer of tile CRy of College Station, * 11 - - i ica i - itication was filed for record � I .. SUBMITTED DATE:: G/8/11 I . . I . . I . . . .� . I � I I � I Texas, h at this Subdivision Plat conforms to Lhe requirements of tile Subdivision i my o ffi ce tl - -?-. - day of 'a, �(��'X__" -L -0-itf- it) the Deed 7607 EASTMARK DR., STE, 252 <77841,0> I -_ / I . I I I I . I I Regulations of the 61ty of C-ollege "Station" R e c (.? rd s of Bra­s County, Texas, in Volume tj��-_q�_� - ,, . I � I I . . . . . . I I i i I . "_ 1p"A WITI-,IESS rriv hand and official Seal, at rny office in Bryan,, Texas . COUILEGE STATTGN, TEXAS 77842 . � . � . . 1. � . . I . . ARli t ; ��6 i c�i n e e r / (� 'o ______ - . � I � . " I . . . � � I . . I - � I . 1 . � . . . . I 11 . . I . � ,� .. I I � "" . � . . .. � . � I -CAS F! I RM REGISTRAT . -469 f " 1 *0413/0430, I . . . I .. I .1 . I � � I I '.�' 11___ I-1,141 16_4i' 1 . . � . . �, ION No. F 51 202/2LOU .CURVE RADIUS � I DELTA ANGLE CHORD BEARING [ gHORD. LEI -�_----- P PROPERTY LINE -------- E EASEMENT LINE .� CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARIFjG - CHORD LEI' P,A^E. P PUBLIC ACCESS ESW7. ' � � P PR.D.[� P PR\� DRAINAGE ESMl PR'A.E. P PR\/ ESMT. m B BUILDING SET LINE LOT NUMBER | | | U U � B BLOCK NUMBER 8 8 U ' U U ��=� C / . I ..' I 1 I - QU. / // �� . 'q-k " I I -'�� ' ".!3�5%-w�'V,yip, . . -11 ' 1 � �MAD KERR, RPLS No, 4502 1 . ." .' � . " . tq � I Ir \ \ '�� '\�)p \ * I . . I ' "i - '.�­_.; 11%, I 11 "', k 11 ___1 I � . I % '.J'� . I . I k zi. . / K . 505 CHURCH STREET, P.O. BOX 269, 1 . � .� - v, - , -319.5 '. . . \ . . \ _ X n 1 k _-_� I - 5 0. . . Al . 011 ' .N C - \ \\_--'�_ " _­ \ , I I " * . . * / / a � -�:) ". � I �' - \ 9 \ -, -, \`� �)l I � I . 11 _/', . PHONE (979) 268 . I � . ( � 11 � . / \"%' ."'."* \ . \ - V \ (_R_� �__' - \ OL" � 958�, PG. 14�) , - . I � - ­ - _11 - \ . .. J I I . . / � 7 .11". . .1 T P - I _." . ' .- 1:A \ __ , i � * 'll, . I All AT '.. - - 0'."O.-Iili���" ! .. - m / �� -r~/ u`, ,' ` _- �'- ~. .-~~' C FK 8 �� |0 � � �� �� . -�� | ~-'' =�~~�-�-��-�__���_� ��`��-§L���_��� ��-��~�' �~~.�' 1 . T �_�' U / .~ U U � � . I . - - . S1 . . 9efore rile, the undersigned authority, on this day personally appeareddill'­ f-. L.00.4 �'-'�own to cornmiEsion or tile cit of College Station, hereby certif lot tile attached plot was duly I 1 �41 7 ACRE R.0,W. DEDICATION I . . � I . I . ImCOUEENY .COUNTY CLERE-z � I . � I l(s) whose. name(s) is/are subscribed to Hie foregoina instr and approved by the Commission oil the _�S d a y a f T' yl rzo� 20 - I TOTAL-7.410 ACRES I � . . � BRAZOS COUNTY - I COUNTY OF BRAZOS . I - the purpose - consideration therein . I .. . � � I E _. * f -_ 4P V . -_ --- '--' -_ -_ - � . . I I � . . � � . I designated herein as the CREEKJAEADQWS - I - Given under my hand and seal on this --/---- day o -_ I .j-f,- - ATT / 01 T T T . I � . . .. . . I I � I �. . College Station, Texas, and whose norne(s) IS/Ol subscribed hereLo, hereby dedicate to tile 20--j-1-- 1 . � i I COLLEGE SIAIION, .BRAZOS COUNIY, TEXAS I . I . . I� . I public. places there the purpose and consideration Lherein expressed. it" I I � I . . � . I � . � I . I I - N� SLADE nANDALL WEISHUHN . I . . . I ��/_ � . I I 1 -4111- .- , ­ P . . I � 1. . 1 A I � I I � 11- w." "� li �. . . . - . � . I . � I L_ _7z_-1 1 1 " I - % CERTIFICATE OF THE COUNTY CLERK � � . 'k _;­;.,.ix ?,'-v �- . c/o OLDHAM GOODWIN GROUP, LLC � 1 . . � � � . I . I - �� I . � I ' - I - I � - . 1 . . .11- 1. � . - .. ­ I . � I . I . wn r . I - " . 4 - 75�� -_ I - "A I., i . - . '...� . ip �' " 1 . I . .1 �. � ..� I � .11 1 �� . . ��__ZL'__li�._'._�_2__._,�� .� .': . "I .. .."', ! �. ­ I .. T I I SUITE 401 1 I . 1, I t- �? "(' _P - County Clerk in and for said county, do *1 I I . . . I I .. . . I ,� I I . I ,� . . . � L':�,_�1191�__' .�w . I � . . ____ . � � I . . . . I I I . . . . . I � City Engineer of tile CRy of College Station, * 11 - - i ica i - itication was filed for record � I .. SUBMITTED DATE:: G/8/11 I . . I . . I . . . .� . I � I I � I Texas, h at this Subdivision Plat conforms to Lhe requirements of tile Subdivision i my o ffi ce tl - -?-. - day of 'a, �(��'X__" -L -0-itf- it) the Deed 7607 EASTMARK DR., STE, 252 <77841,0> I -_ / I . I I I I . I I Regulations of the 61ty of C-ollege "Station" R e c (.? rd s of Bra­s County, Texas, in Volume tj��-_q�_� - ,, . I � I I . . . . . . I I i i I . "_ 1p"A WITI-,IESS rriv hand and official Seal, at rny office in Bryan,, Texas . COUILEGE STATTGN, TEXAS 77842 . � . � . . 1. � . . I . . ARli t ; ��6 i c�i n e e r / (� 'o ______ - . � I � . " I . . . � � I . . I - � I . 1 . � . . . . I 11 . . I . � ,� .. I I � "" . � . . .. � . � I -CAS F! I RM REGISTRAT . -469 f " 1 *0413/0430, I . . . I .. I .1 . I � � I I '.�' 11___ I-1,141 16_4i' 1 . . � . . �, ION No. F 51 202/2LOU C OMMON ' -_ U U � I I---- B BUILDING SETBACK UNL _ -�_----- P PROPERTY LINE -------- E EASEMENT LINE .� P'U.E. P ' P,A^E. P PUBLIC ACCESS ESW7. ' � � P PR.D.[� P PR\� DRAINAGE ESMl PR'A.E. P PR\/ ESMT. m B BUILDING SET LINE LOT NUMBER | | | U U � B BLOCK NUMBER 8 8 U ' U U ��=� C IMPROVEMENTS CO G STATION, BRA OS COUNTY, T XAS JUN 8 2011 4_ NOT TO SCALE INDEX ,OF SHEETS SHEET SHEET N0. 1. D. DESCRIPTION S Cl BOA LINI 1 CV—Q1 COVER SHEET 2 GN -01 KEY MAPS 3 GN—b2 GENERAL -NOTES STANDARD PERMIT NOTE: 4 GN—D3 GENERAL NOTES CREEK MEADOWS-- CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY STATE AND/OR LOCAL REGULATORY AGENCIES FOR 'RELATED CONSTRUCTION 5 EC—' 1 EROSION CONTROL PLAN SECTION 2, PH. 3 CONTAINED IN THESE CONSTRUCTION DRAWINGS. PERMITS REQUIRED, BUT NOT LIMITED TO, ARE AS FOLLOWS: 6 GP— 1 SITE GRADING & DRAINAGE PLAN _ MCINITY SAP„, C NOT To SCALE CoCS — PLANNING & DEVELOPMENT SERVICES — DEVELOPMENT PERMIT & PAVING, DRAINAGE, & <WATER/SEWER INSPECTIONS - 7 ST -01 BAKER MEADOW LOOP — PLAN/PROFILE: TxDOT — DRIVEWAY & UTILITY PERMITS STP,, 0+00 to STA. 6+60 CSU — ELECTRICAL SERVICES LOCATION MAP WELLBORN S.U.D. — WATER SYSTEM INSTALLATION INSPECTIONS 8 ST -02 BAKER MEADOW LOOP — PLAN/PROFILE: NOT TO SCALE BTU — ELECTRICAL SERVICES STA. 6+60 to END ATMOS ENERGY — GAS SERVICE 9 W-0 WATER LINE "W1” — PLAN/PROFILE VERIZON & SUDDENLINK — COMMUNICATION SERVICES STA. 0+00 to 6+60 TCEQ — STORMWATER & PRETREATMENT TEAMS — STORMWATER DISCHARGE CONSTRUCTION ACTIVITIES TAS —ADA REVIEW &INSPECTIONS 10 W-0 WATER LINE "W1" & "W2" — PLAN/PROFILE -STA. 6+60 toEND 11 S-0 SANITARY SEWER LINE "S1" — PLAN/PROFILE. ___- r STA. 0+00 to STA. 6+60 PREPARED FOR: 12 S-0; SANITARY SEWER LINE "S1" — PLAN/PROFILE: ST(DP 1 STA. 6+60 to END CREEK. MEADOWS PARTNERS, L.P. CALL BEFORE YOU DIG 13 MD -01 MISCELLANEOUS DETAILS c% OLDHAM GO ODWIN GROUP, LLL. TEXAS ONE CALL SYSTEM 14 E P ' 01 BTU ELECTRICAL PLAN 2800 SOUTH TEXAS AVENUE STE. 401 1-800-245-4545 �j�j (� ' (AT LEAST 72 HOURS PRIOR To DIGGING) 1. THE LATE � T EDITION OF THE 2009 B/CS UNIFIED TECHNICAL BRYAN, T / ! 8 02 IIOR TO THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR To CONSTRUCTION AND Is SOLELY RESPONSIBLE FOR ALL DAMAGES SPECIFICATIONS $c DETAILS ARE ISSUED FOR THIS PROJECT. ? TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. EMAIL: Jeremy@o1 11 ham oodwin.com 2. THE FULL WING 2009 B/CS UNIFIED STANDARD TECHNICAL d g SPECIFICATIONS 8c DETAILS ARE ISSUED FOR THIS PROJECT. PRELIMINARY PREPARED BY. SID. DESCRIPTION T T �T APPROVED BY. THIS DOCUMENT IS RELEASED RME CONSULTING O ENGI�;EERS FOR THE PURPOSE OF INTERIM ST STANDARD STREET DETAILS REVIEW UNDER THE AUTHORITY SW STANDARD SIDEWALK DETAILS 7607 EASTMARK DR., STE. 250F <77840> OF RABON A. METCALF, P.E. IS F 88563, ON JUNE B, 2011. IT IS F : D STANDARD DRAINAGE DETAILS P.O. BO 9253 NOT TO BE USED FOR - Vd STANDARD V�'ATER DETAILS CONSTRUCTION, BIDDING OR _- S STANDARD SEWER DETAILS COLLEGE STATION, TEXAS 77842 PERMIT PURPOSES.DATE: • RME CONSULTING ENGINEERS CLIENT N0. PROJECT NO. PH. (979)764-0704RABON A. METCALF, P.E. No. 88583 _ 202 20 - 013 030 FX: (979) 764-0704 RME CONSULTING ENGINEERS EMAIL: civilC&rmen ineer.com TEXAS FIRM REGISTRATION No. F-4695 jl-°IZ g MARK DATE DESCRIPTION SHEET OF 14- ,� INDICATES Tni" ` SIGN NOTES. SIGN: SEE STREET Pr 5E 0s INDICATES STREETLIGHT: SEE STREETLIGHT CONSTRUCTION NOTES. BAKER MEADOW LOOP \ C Q ,' (SEE SHEET ST -02) 04 Q% �C J►O 100 200 SCALE: 1" = 100' r 41 'e` '� 6 /\ ,o r / SECTION 2 / 9�F ,�0/ 20 °' PHASE 3 c / 9 /_N Q \\ti BAKER MEADOW LOOP , , •y 14 / y9` (SEE SHEET ST -01) 27 SEIO ' CTN ,'��\ -' 2$ PH,E BAKER MEADOW MEADOW LOOP 29 a ' (SEE SHEET ST-01) J,oz, ri \ / / 30 O /41 I I \ it / 31 33 AOL RER�\ I 1 1 I 1 SE TION 2 PHASE I B ; t I � r TI A i SANITARY SEWER P 0 �l ��' LINE "S1" (SEE SHEET S-02) 1 J \ (D 2 /g ` z Q' MH )1Q f O 100 200 50 102 'T fl \ O SCALE: 1" = 100' � 7 / SECTION 2 19 ` #94 �S1 10 / / ' 20 �F� MH 0 11 �9` PHASE 3 ,, 21 tea•. �� / / =9! 22 � \ ' O T 23 14 / 79 f SANITARY SEWER LINE ' "S1" (SEE SHEET S-01) 26 2' 18 00 \\V/ SEC lON 29 `, J. \ / \ t \ \ o MH 93 SE TION 2 PHASE 1 B TF `-A , WATER LINE "W1" SE O (SEE SHEET W-02) lJ J '9 ! \ 0 C � 3 ;r / / O / 0 100 200 r @ o� ,,9 / SCALE: 1" = 100' ! ' S \ O.V. #1 1$ � r `9 #26 SECTION 2 WATER LINE ''W2" ' 20 F� PHASE 3 �\ (SEE SHEET W-02) ,'F 11 ' OO,o 12 ! y / 22 / 23 \ / 14 x9 z4 , , I -I ' WATER LINE "W1„ 25 "(SEE SHEET W-01) '',6 1s /� / < / ,s 'o 27 (1 / SE ION PHASE 29 `9! it �' \� oti . - t• SEOTIONJ 2 I t I ! t i Variable Width Variable Width ST N 10 �' _ 0 amascus N 3500 N Specification Drawing for Public Street Name Sign Variable x 9" for street intersecting major or minor arterial Variable x 6" for all other intersections Background— Green Type III or IV Reflective Sheeting Letters— White Type III or IV Reflective Sheeting All roadside sign installations must conform to the federal standards outlined in the Manual on Uniform Traffic Control Devices with respect to height and lateral location. The City Traffic Engineer or his designee shall approve the location of all street names signs. General Notes 1. All narnes assigned to public streets within the city limits shall be unique and not be identical or similar to any existing public or private steet name. The street name must be approved by the City of College station and shall not be named after` any living person. 2. Street name signs for public streets shall be manufactured with a 0.090' extruded aluminum sign blade, measuring 6 or 9 inches in height as .indicated. 3. Background sheeting and legend shall meet ASTM D4956 Specifications for Type III or IV sheeting standards. 4. Lettering for the primary street name shall be 4—inches on a 6—inch sign and 6—inches on a 9—inch sign. 5. Lettering for street name, the secondary suffix and block number shall be Clearview Font. 6. Street name signs shall be at least 18—inches in width, but no more than 48—inches. 7. The following abbreviations shall be used for all suffix abbreviations: Alley —ALLEY Lane —LN Avenue —AVE Loop —LOOP' Boulevard —BLVD Parkway —PKWY Circle —CR Pike —PIKE County Road —CR Place —PL Court —CT Plaza —PLZ Cove —CV Road —RD Drive —DR Square —SQ Expressway —EXPWY Street —ST Freeway —FRWY Terrace —TERR Height —HT Tollway —TWY Highway —HWY Trace —TRACE Hill —HILL Trail —TRAIL .Junction —JCT Way —WAY 8. Cardinal directions should not be used as the primary street name. If a cardinal direction is used it shall succeed the primary name (e.g. CARLL .LANE NORTH). The following abbreviations shall apply: East —E South —S North —N Southeast —SE Northeast —NE Southwest —SW Northwest —NW West —W 9. Street name sign(s) shall be mounted on a 2 3/8' (O.D) brown pole using post cap and sign tee. 10. Street name sign poles located within the Texas Department of Transportation Right—of—Way shall be intalled using a Texas Universal Triangle slip base system according to TxDOT Standards SMD (SLIP) 1-02 or most current version. Street name sign poles located within the City ROW shall be installed using the Wedge Anchor System according to TxDOT standards SMD(TWT)-02 or most current version. An approved equal may be substituted for the Wedge Anchor system. SIGN STANDARD CITY OF COLLEGE STATION DEPT. OF PUBLIC WORKS — TRAFFIC ENGINEERING PUBLIC STREET NAME SIGN © city of coilega station August 2007 REVISIONS 08/03/02 DATE DESIGNED DRAWN CHECKED 09111/02 8/14/07 08/14/07 TR EJM I>� r 7607 EASTMAItK UR., STE. 250F <7784 I > POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@mengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKT DATE I DESCRIPTION ST i �Ont2 CACI q 3500; LLJ Variable Width ST N 10 �' _ 0 amascus N 3500 N Specification Drawing for Public Street Name Sign Variable x 9" for street intersecting major or minor arterial Variable x 6" for all other intersections Background— Green Type III or IV Reflective Sheeting Letters— White Type III or IV Reflective Sheeting All roadside sign installations must conform to the federal standards outlined in the Manual on Uniform Traffic Control Devices with respect to height and lateral location. The City Traffic Engineer or his designee shall approve the location of all street names signs. General Notes 1. All narnes assigned to public streets within the city limits shall be unique and not be identical or similar to any existing public or private steet name. The street name must be approved by the City of College station and shall not be named after` any living person. 2. Street name signs for public streets shall be manufactured with a 0.090' extruded aluminum sign blade, measuring 6 or 9 inches in height as .indicated. 3. Background sheeting and legend shall meet ASTM D4956 Specifications for Type III or IV sheeting standards. 4. Lettering for the primary street name shall be 4—inches on a 6—inch sign and 6—inches on a 9—inch sign. 5. Lettering for street name, the secondary suffix and block number shall be Clearview Font. 6. Street name signs shall be at least 18—inches in width, but no more than 48—inches. 7. The following abbreviations shall be used for all suffix abbreviations: Alley —ALLEY Lane —LN Avenue —AVE Loop —LOOP' Boulevard —BLVD Parkway —PKWY Circle —CR Pike —PIKE County Road —CR Place —PL Court —CT Plaza —PLZ Cove —CV Road —RD Drive —DR Square —SQ Expressway —EXPWY Street —ST Freeway —FRWY Terrace —TERR Height —HT Tollway —TWY Highway —HWY Trace —TRACE Hill —HILL Trail —TRAIL .Junction —JCT Way —WAY 8. Cardinal directions should not be used as the primary street name. If a cardinal direction is used it shall succeed the primary name (e.g. CARLL .LANE NORTH). The following abbreviations shall apply: East —E South —S North —N Southeast —SE Northeast —NE Southwest —SW Northwest —NW West —W 9. Street name sign(s) shall be mounted on a 2 3/8' (O.D) brown pole using post cap and sign tee. 10. Street name sign poles located within the Texas Department of Transportation Right—of—Way shall be intalled using a Texas Universal Triangle slip base system according to TxDOT Standards SMD (SLIP) 1-02 or most current version. Street name sign poles located within the City ROW shall be installed using the Wedge Anchor System according to TxDOT standards SMD(TWT)-02 or most current version. An approved equal may be substituted for the Wedge Anchor system. SIGN STANDARD CITY OF COLLEGE STATION DEPT. OF PUBLIC WORKS — TRAFFIC ENGINEERING PUBLIC STREET NAME SIGN © city of coilega station August 2007 REVISIONS 08/03/02 DATE DESIGNED DRAWN CHECKED 09111/02 8/14/07 08/14/07 TR EJM I>� r 7607 EASTMAItK UR., STE. 250F <7784 I > POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@mengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKT DATE I DESCRIPTION CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.F c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy0oldbamgoodwin.cc FILENAME: 0413CVlA SCALE: N/A SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/APAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO 202/20 — 0413/042 NE01 SHEET 20F 14 0 LLJ W W \_ W z` w ® \ >w Mry ry ,,^^ VI U) Wt� W W J C F— 14, d W LLJ U Z' W Z of 0 LIJ Ld WW W d 0 CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.F c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy0oldbamgoodwin.cc FILENAME: 0413CVlA SCALE: N/A SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/APAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO 202/20 — 0413/042 NE01 SHEET 20F 14 =� I GENERAL CONSTRUCTION NOTES: STREET SIGN NOTES: PAVING NOTES: GRADING NOTES: 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND 1. THE CONTRACTOR SHALL VERIFY LOCATION OF THE SIGN (SIDE OF STREET, PLACEMENT, ETC.) BY THE CITY OF 1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITHOUT THE AID OF A GEOTECHNICAL INVESTIGATION AND 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT MINIMUM OF 1.00% SLOPE SO THAT NO OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES &SPECIFICATIONS. COLLEGE STA PRIOR TO INSTALLATION, RECOMMENDATIONS. DUE TO THE PLASTIC SOILS WITHIN. THIS AREA, SOME MINOR. DIFFERENTIAL MOVEMENT MAY STILL PONDING OCCURS_ , OCCUR DUE TO SEASONAL SOIL MOISTURE VARIATIONS. IR 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVAT16N OF THE EXISTING UTILITIES 2. PLACE ALL ROAD SIGNS LEVEL WITH 11' TALL POST. POSTS SHALL BE 2-3ja" DIAMETER AND POWDER COATED 2. UNLESS OTHERWISE SPECIFIED, UNPAVED AREAS SHALL DRAIN AWAY FROM BUILDINGS AT A MINIMUM SLOPE OF AS SHOWN ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE DARK BROWN/BRONZE. USE A POZLOC SOCKET CENTERED IN FULL DEPTH 1' D10AETER CONCRETE. LEAVE NO MORE 2. THE CONTRACTOR SHALL REFER TO THE 2009 B/CS UNIFIED SPECIFICATIONS & STANDARDS FOR ALL PAVING AND 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE F11\IISH FLO R. r POSSIBLE, MEASUREMENTS TAKEN 1N THE FIELD. THE INFORMATION 1S NOT TO BE RELIED UPON AS BEING EXACT OR :I' DOWN INTO THE POZLOC SOCKET. DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS ARE MINIMAL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH EROSION CONTROL NOTES: 4. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER PAVEMENT 7607 EASTMARK UR, STE. 250F < COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED THAN 1" OF THE POZLOC SOCKET EXPOSED. PLACE THE POST NO LESS THAN ALL TESTING REQUIREMENTS OUTLINED IN THE APPLICABLE UNIFIED SPEEIFICATTONS THAT EXCEED THESE MINIMAL 1 CONTRACTOR'S OWN. EXPENSE_ 1_ EROSION CONTROL MEASURESS SHALL BE CONSIDERED THE VERY MINItvIAL REQUIRED. _IT SHALL BE THE IS FREE FROM TRASH,. LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER. FOREIGN MATTER, ELECTRICAL DIVISION REPRESENTATIVE TO VERIFY ALL LOCATIONS OF STREE SHOWN � POST OFFICE BOX 9253 LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL REFER TO TMUTCD FOR FURTHER CLARIFICATION. REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE FIVE (5) COPIES OF AN ORGANIZED, BOUND REPORT ALL ALL 3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE 2" BELOW THE TOP OF CONCRETE AND IN COLLEGE STATION, TEXAS 77842 NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO 3. STREET SIGNS MUST MEET ALL CITY OF COLLEGE STATION REQUIREMENTS AND SPECIFICATIONS. TESTING INSPECTION, REPORTS, AND EFFORTS AT THE END OF THE PROJECT: LANDSCAPING AREAS, 2" BELOW.. LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION 6. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND CLAYS 3. ALL CONDUIT INSTALLATIONS TO BE OWNED BY THE C.O.C.S. AND SHALL EMAIL: civil a7 men meer.com C.r g� NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. OF THE ENGINEER. THE SITE OPERATOR, HIS REPRESENTATIVE ESTABLISHED BY A LETTER DELEGATION, SHALL MAKE A VISUAL OF INTERMEDIATE PLASTICITY (7<PI<20) SHALL BE STABILIZED WITH EQUAL RATIOS OF LIME AND FLY ASH COVERED. 4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOVJLINE DIFFER, THE SLOPES SHOWN ARE FOR THE GUTTER OFFICE - (979) 764-0704 RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS (APPROXIMATELY 3% EACH BY WEIGHT). 3. ROADWAY EMBANKMENT SHALL BE IN ACCORDANCE WITH ALL B/CS TECHNICAL SPECIFICATIONS INCLUDING, BUT FLOWLINE. 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS 4. ALL UNDERGROUND CONDUIT FOR STREETLIGHT CIRCUIT CONDUCTOR FAX - (979) 764-0704 CONTACT INFORMATION: SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, NOT .LIMITED TO, SPECIFICATIONS SECTION 31 23 00. THE CONTRACTOR ;HALL NOTIFY THE SHOULD ANY CONCERNING EXCAVATION. IF NECESSARY. 7. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20) SHALL REQUIRED. TEXAS ONE CALL: 800-245-4545 TRAFFIC CONTROL NOTES: .ENGINEER CONFLICTS EXIST BETWEEN THE B/CS SPECIFICATIONS AND THE GENERAL NOTES FOLLOWING IN THIS SECTION OF 5. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" U LESS OTHERWISE SPECIFIED. TEXAS FIRM REGISTRATION No.. LONE STAR ONE CALL: (800) 669-8344 NOTES. THE STRICTER OF THE TWO SHALL APPLY. DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL REACHES 25% 8. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT SURVEYOR TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CpNFORMANCE WITH PART VI OF THE 1 NT A. SUBGRADE: 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE G.RADING'PLANS. MINOR ADJUSTMENTS TO ACTUAL KERR SURVEYING, LLC CoCS: ELECTRICAL DIVISION - (979) 764-3660 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) 1. EXISTING TREES, STUMPS, AND LARGE TREE ROOT SYSTEMS SHALL BE ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS & 505 CHURCH STREET CoCSTEXAS WATER &SEWER DIVISION - (979) 76ISION 1' TO 18" AND THEN INSTALL A 6" WIDE GRUBBED AND REMOVED. VEGETATION STRUCTURES. COLLEGE STATION, TX 77841 BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 BRYAN DURING CONSTRUCTION. SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED FROM THE AREAS COVERED REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE 10. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS THE WELLBORN S.U.D.: STEVEN CAST - (979) 690-9799 2. LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE COUNTY OR CITY ENGINEER, WHICHEVER IS BY THE PROPOSED IMPROVEMENTS. 7. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 6:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED (DO NOT SCALE). OFF: (979) 268-3195 VERIZON: BRENDA VAJDOK - (979) 821-4770 APPLICABLE. 2. PAVING AREAS SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF WORK AND A FLY ASH. 10. CONTRACTOR TO STUB UP STREETLIGHT CIRCUIT CONDUIT INTO PAD -MOUNT TRANSFORMER SLAB ON PROSPECTIVE FAX: {979) 691-8904 ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREAS MAY INCLUDE OVER 8. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 3. THE WORK SHALL BE COMPLETED SUCH THAT THE ROADWAY WILL BE FULLY OPENED TO TRAFFIC OVERNIGHT. EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURE, STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 10 EXES NG CONDITIONS OR BETTER. SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 OVERNIGHT LANE CLOSURES WILL NOT BE PERMITTED, UNLESS OTHERWISE APPROVED BY THE APPLICABLE ENGINEER. OR USING GEOTEXTILES. FOLLOWING PROOF -ROLLING, THE SUBGRADE SHALL BE COMPACTED TO BETWEEN 95% AND TO GRADE ADJACENT PROPERTIES. WHEN FIELD CITGO GAS: DOUG CLINE - (713) 416-1289 115-DE112-DJH OR EQUAL. POLES AND 100% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D698. MOISTURE CONTENT SHALL BE BETWEEN 0% AND 9. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY O\W,]ERS. ENERGY TRANSFER PIPELINE: BENNY LOYD - (979) 820-5751 4. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS +4% OF THE OPTIMUM MOISTURE CONTENT. ONE IN-PLACE DENSITY TEST SHALL BE PERFORMED FOR EVERY 5,000 CONSTRUCTION WILL BE RETURNED TO THEIR SUDDENLINK: MIKE LAVENDER - (979) 846-2229 5. THE STANDARD TxDOT TRAFFIC CONTROL PLAN (TCP1-1-98) IS ISSUED FOR REFERENCE ONLY. IF REQUIRED, THE SQ.FT. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING EXISTING CONDITIONS OR BETTER. 3 CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION CONTRACTOR SHALL PROVIDE TxDOT WITH A SITE SPECIFIC TRAFFIC CONTROL PLAN FOR APPROVAL AND USE. 3. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE SIDE WALLS OF 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE (10) FEET. 2. TWENTY-FOUR (24) INCH CLEARANCE SHALL BE MAINTAIN BETWEEN THE PROPOSED UTILITY AND THE EXISTING UNDERGROUND GAS LINE THIS CLEARANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE, OR SLEEVING, WHICHEVER IS MORE CONSERVATIVE. 3. FOR EXCAVATION NEAR THE UNDERGROUND GAS LINE, THE CONTRACTOR SHALL COVER, OR REMOVE, THE BUCKET TEETH OF THE EXCAVATOR. THE FINAL TWENTY-FOUR (24) INCHES SURROUNDING THE GAS LINE SHALL BE EXCAVATED BY HAND DIGGING. 5. THICKNESS AND COMPACTION TEST, FOR THE HOT -MIX ASPHALT MATERIAL, SHALL BE VERIFIED BY CORING AND IN-PLACE DENSITY TEST FOR EACH LIFT (1 TEST PER 5,000 SQ.FT. OF AREA) WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. Ld 0 Z Q O Z Qt<- w V) 0 W 5: J d O D U Z " CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy@oldhamgoodwin.cor FILENAME: 0413CVlA I SCALE: N/A SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO'. 202/260 - 0413/04 ;�l li MUZ SHEET 30F 14 THE CHANNEL SIDESLOPES PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE AT LEAST SIX FEET IN WIDTH WITH 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES ONE BENCH BEING PLACED VERTICALLY FOR EVERY TWO FEET OF CHANNEL HEIGHT. STREETLIGH11NG CONSTRUCTION NOTES: 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 EROSION CONTROL NOTES: 4. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER PAVEMENT THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE AREAS ONLY, AS LONG AS THE PI IS BETWEEN 19 AND 35, WITH A LIQUID LIMIT LESS THAN 49, AND THE MATERIAL 1. BEFORE CONSTRUCTION STARTS, CONTRACTOR SHALL MEET WITH THE CITY OF COLLEGE STATION (C.O.C.S.) CONTRACTOR'S OWN. EXPENSE_ 1_ EROSION CONTROL MEASURESS SHALL BE CONSIDERED THE VERY MINItvIAL REQUIRED. _IT SHALL BE THE IS FREE FROM TRASH,. LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER. FOREIGN MATTER, ELECTRICAL DIVISION REPRESENTATIVE TO VERIFY ALL LOCATIONS OF STREE SHOWN � ' LIGHT, CONDUIT, AND APPURTENANCES, RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL MEASURES (DIVERSION BERMS, PRIOR TO INSTALLATIONS. 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND 5. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW PLASTICITY DRAINAGE STRUCTURES, SWALES, ADDITIONAL FENCING, ETC...) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT (PI<7) SHALL BE STABILIZED WITH TYPE 1 PORTLAND CEMENT (APPROXIMATELY 4% BY WEIGHT). 2, ALL CONDUIT TO BE INSTALLED BY CONTRACTOR TO THE C, O. C. S: SPECIFI ATIONS, AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL DEVELOPMENTS FROM DAMAGE OF ANY KIND DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION 6. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND CLAYS 3. ALL CONDUIT INSTALLATIONS TO BE OWNED BY THE C.O.C.S. AND SHALL E INSPECTED BY THE CITY BEFORE IT IS OF THE ENGINEER. THE SITE OPERATOR, HIS REPRESENTATIVE ESTABLISHED BY A LETTER DELEGATION, SHALL MAKE A VISUAL OF INTERMEDIATE PLASTICITY (7<PI<20) SHALL BE STABILIZED WITH EQUAL RATIOS OF LIME AND FLY ASH COVERED. INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A NA RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS (APPROXIMATELY 3% EACH BY WEIGHT). 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS 4. ALL UNDERGROUND CONDUIT FOR STREETLIGHT CIRCUIT CONDUCTOR RUNS TO BE GRAY SCHEDULE 40 AS SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, CONCERNING EXCAVATION. IF NECESSARY. 7. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20) SHALL REQUIRED. BE STABILIZED WITH TYPE A HYDRATED LIME (APPROXIMATELY 6% BY WEIGHT). 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE 5. USE LONG SWEEP ELBOWS AT ALL BENDS IN CONDUIT RUNS. ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, 3. 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% 8. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT - CONSTRUCTION. THESE REDLINE MARKED UP RECORDING AS BUILT CONDITIONS DURINGDRAWINGS WILL BE SUBMITTED WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0%. TO +3% O 6. STREETLIGHT CIRCUIT CONDUIT TO BE INSTALLED AT A 30" MINIMUM DEP CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL F THE OPTIMUM. MOISTURE CONTENT ARID BELOW FINISHED GRADE. TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED. BY ASTM D698. THE SET AS "RECORD DRAWINGS", AND RETURNING SAME TO THE CITY ENGINEER. 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP). SEDIMENT FENCE, 7. ADDITIONAL 5' EASEMENT SHALL BE PROVIDED ALONG LOT LINES FOR SITEETLIGHT CIRCUIT, WHERE REQUIRED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. 9. COMPACTION TESTS, FOR FILL, SHALL BE VERIFIED BY IN-PLACE DENSITY TESTS FOR EACH LIFT (1 TEST PER 5,000 SQ.FT. OF FILL AREA). 8. CONTRACTOR TO BACKFILL STREETLIGHT CIRCUIT TRENCH TO A DEPTH OF 1' TO 18" AND THEN INSTALL A 6" WIDE STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS "CAUTION" TAPE. FINAL BACKFILLING CAN THEN BE PLACED. AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE 10. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS THE ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF THE CONSTRUCTION. GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 2004) STANDARD SPECIFICATIONS FOR CONSTRUCTION 9- CONTRACTOR TO INSTALL STREETLIGHT CONDUCTOR PER C.O:C.S, SPECIFIC ATTONS. 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO CONSTRUCT PROPOSED IMPROVEMENT(S). AND MAINTENANCE OF HIGHWAYS, STREETS & BRIDGES, ITEM NO. 260 FOR LIME TREATMENT AND ITEM NO. 265 FOR 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF WORK AND A FLY ASH. 10. CONTRACTOR TO STUB UP STREETLIGHT CIRCUIT CONDUIT INTO PAD -MOUNT TRANSFORMER SLAB ON PROSPECTIVE NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TGI . LAMINATED COPY OF THE LOT LINES TO SERVE STREETLIGHTS, WHERE APPLICABLE. _.A 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CONSTRUCTION SITE NOTICE NOI AND SWPPP VISIBLE FROM THE PUBLIC RIGHT-OF-WAY, SHALL BE POSTED AT THE 11. THE SUBGRADE SHALL BE STABILIZED TWO FOOT (2') BEYOND THE BACK OF CURB OR EDGE OF PAVEMENT, INSPECTION APPROVALS FOR ALL WORK SHOWN. SITE. WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY STRICTER REQUIREMENTS, 11. STREETLIGHT CIRCUIT AND POLES TO BE INSTALLED 3' BEHIND BACK OF II CURB UNLESS THERE IS A SIDEWALK IN 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DUPING CONSTRUCTION WILL BE RETURNED TO THEIR WHICH CASE 1' BEHIND SIDEWALK. 7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR 12. COMPACTION TEST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR EACH LIFT 1 EXISTING CONDITIONS OR BETTER. ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING. TEST PER 5;000 SQ.FT. OF FILL AREA). 12. 10OW STREETLIGHTS TO HAVE A MINIMUM 30' MOUNTING HEIGHT ABOVE GROUND AND 8' MAST ARMS. COBRA HEAD 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING, FIXTURES TO BE CUTOFF TYPE, AMERICAN ELECTRIC CATALOG NUMBER 115-DE112-DJH OR EQUAL. POLES AND STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION. ONCE THE PAVEMENT IS 1N PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM B PORTLAND CEMENT CONCRETE: FIXTURES TO BE DARK BRONZE. DRAINAGE AREAS ARE FULLY STABILIZED. 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 42 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH 13. 20OW STREETLIGHTS TO HAVE A MINIMUM 42.5' MOUNTING HEIGHT ABOVE 13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO � I GROUND AND 15' MAST ARMS. COBRA 8. THE CONTRACTOR IS. RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICE -0 AFTER THE SITE HAS BEEN SEEDED OF 3,500 PSI AT 28 DAYS, HEAD FIXTURES TO BE CUTOFF TYPE, AMERICAN ELECTRIC CATALOG NUMBER 115-CE1J2-DJH OR EQUAL. POLES AND THE SAME CONDITIONS OR BETTER. AND/OR SODDED, AND GROUND COVER HAS TAKEN ROOT. FIXTURES TO BE DARK BRONZE. 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE (10) FEET. STANDARDS: SMD (GEN) -02 & SMD (SLIP -1)-02 THRU SMD (SLIP -3)-02 STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO `CONSTRUCTION SHALL BE HYDRO -MULCHED SEEDED. THESE STABILIZED AREAS SHALL BE SODDED OR SEEDED, 3. THE "CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE JOINT PLANS SHOWN. JOINT SPACING SHALL NOT 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY EXCEED 15' IN ANY DIRECTION TO ANOTHER. JOINT OR EDGE OF PAVEMENT. CONTROL JOINTS SHALL BE CUT BETWEEN / RIGHT-OF-WAY. I CEASES FOR MORE THAN 14 DAYS. 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY BE SUBSTITUTED WITH CONSTRUCTION JOINTS. 16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT 10. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA 4. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACING OF 60' AND SHOULD NOT BE PLACED THROUGH THE SHALL BE CLEANED DAILY. SHOWS GROWTH_ MIDDLE OF AREA INLET OR JUNCTION BOXES LOCATED IN THE PAVEMENT. ALL AREA INLETS OR JUNCTION BOXES, 17. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR LOCATED IN PAVEMENT AREAS, SHALL BE INSTALLED WITH ISOLATION JOINTS BETWEEN THE STRUCTURE AND THE 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. PAVEMENT. STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. 5. ALL JOINTS SHALL BE SEALED WITH SONOBORN SONOLASTIC SL1, OR APPROVED EQUIVALENT. 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE DEMOLITION NOTES: 6. AS FAR AS PRACTICAL, THE CONTRACTOR SHALL ALIGN ALL SIDEWALK JOINTS WITH CURB AND PAVEMENT JOINTS. STANDARDS OF THE APPLICABLE REGULATORY AGENCY: 7. CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 50°F AND FALLING OR 95°F OR HIGHER. 1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORK CONTAINED ON THESE CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 40°F AND RISING OR LESS THAN 95'F. 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. 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 C. STEEL: GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATION 1 ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING A MINIMUM YIELD STRENGTH OF NOT SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT LESS THAN 60 KSI CONFORMING TO ASTM A615, GRADE 60_ DIMENSIONAL CONTROL NOTES: _ REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITION WORK WITH 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE THE ENGINEER & UTILITY COMPANIES TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (RME), FOR THIS PROJECT IS AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30 kBAR DIAMETER OR 12", CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY WORK. WHICHEVER IS GREATER. TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION 4. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE A.C.I. CODE, LATEST EDITION. THE IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS 1N ANY FORM OR FASHION. THE 3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF-SITE. RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, STEEL SHALL HAVE A MINIMUM 1-1/2" CLEARANCE WITH THE SOIL. ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO 4_ ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & MATCHING WITH NEW CONSTRUCTION, SHALL BE UNDERSTANDS AND AGREES- THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE NEATLY SAW CUT, UNLESS GRAVEL. FLEXIBLE PAVEMENT SHALL BE SAW CUT A MINIMUM OF 24" BEYOND ANY D. CRUSHED LIMESTONE BASE: OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY PROPOSED STRUCTURES. 1. CRUSHED LIMESTONE SHALL CONFORM TO STANDARDS SPECIFIED IN TxDOT ITEM 247, TYPE A, GRADE 1 FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. 5. THE CONTRACTOR SHALL CLEAR. ALL RIGHT-OF-WAYS AND EASEMENTS CONTAINED IN THESE CONSTRUCTION 2. COMPACTION SHALL BE AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557, METHOD C 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS DRAWINGS. AT A MOISTURE CONTENT BETWEEN -2% AND +2% OF OPTIMUM. AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. 6. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. 3. THICKNESS AND COMPACTION TEST, FOR CRUSHED LIMESTONE BASE MATERIAL, SHALL BE VERIFIED BY IN-PLACE 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS DENSITY TEST FOR. EACH LIFT (1 TEST PER 5,000 SQ.FT. OF AREA) WITH A MINIMUM OF THREE (3) TEST BEING APPLICABLE. 7. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS PERFORMED PER LIFT. DIRECTED BY THE OWNER/DEVELOPER. 4. THE BOUNDARY SURVEY WAS PROVIDED BY BOTH KERR SURVEYING, CO. AND VANNOY & ASSOCIATES, INC. THE 4. THE BASE SHALL BE BLADED SMOOTH, TO THE SATISFACTION OF THE ENGINEER, BEFORE PRIMING. TOPOGRAPHICAL DATA WAS PROVIDED BY VANNOY & ASSOCIATES, INC. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS AND PAY ANY FEES REQUIRED FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE AUTHORITIES. E. HOT -MIX ASPHALTIC CONCRETE: 5. T.B.M. #1: 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL, 9. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN ON THE SWPPP, -1. HMAC SHALL CONFORM TO STANDARDS SPECIFIED IN TxDOT ITEM 340; TYPE D. (ELEV.=296.31'-NAD 83) PRIOR TO COMMENCING DEMOLITION WORK. 2. BASE PREPARATION: APPLY ASPHALT ONLY WHEN TEMPERATURE IS ABOVE 55° F AND IS RISING. TEMPERATURE T.B.M.2: 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. SHALL BE TAKEN IN THE SHADE AND AWAY FROM ARTIFICIAL HEAT. NO ASPHALT SHALL BE PLACED WHEN GENERAL # WEST OF 2-24" RCP ROAD CULVERTS. WEATHER CONDITIONS, IN THE OPINION OF THE ENGINEER, ARE NOT SUITABLE. CLEAN BASE SURFACE OF DIRT, DUST, (ECFV.=342.19'-NAD 83) 11 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO ANY EXISTING ROAD OR OTHER DELETERIOUS MATTER BY SWEEPING WITH ROTARY BROOM OR OTHER ACCEPTABLE MEANS. IF NECESSARY, SURFACE. SPRINKLE LIGHTLY WITH WATER JUST PRIOR TO APPLICATION OF ASPHALT. 12. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE 3. HOT -MIX ASPHALTIC CONCRETE SHALL CONFORM TO STANDARDS SPECIFIED IN TxDOT ITEM 340, TYPE D & GAS COMPANY NOTES` RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. ASPHALT CEMENT SHOULD BE GRADE AC -20. 13. SHOULD ANY EXITING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE 4. COMPACTION SHALL BE TESTED IN ACCORDANCE WITH TxDOT TEST METHOD TEX-227-F FOR DENSITY AND 1. AT ALL UNDERGROUND GAS UTILITY CROSSINGS THE CONTRACTOR SHALL GIVE THE APPROPRIATE UTILITY COMPANY CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING TEX-208-F FOR STABILITY. THE HMAC SHALL HAVE A LABORATORY DENSITY BETWEEN 94% AND 98%. AND A A MINIMUM OF 72 HOURS NOTICE SO THAT THEIR FIELD REPRESENTATIVE MAY BE PRESENT. WITH ANY WORK IN THAT AREA STABILITY RANGE BETWEEN 35 - 56 AND 42 - 56 FOR THE BASE/ BINDER COURSE AND SURFACE COURSE RESPECTIVELY. 2. TWENTY-FOUR (24) INCH CLEARANCE SHALL BE MAINTAIN BETWEEN THE PROPOSED UTILITY AND THE EXISTING UNDERGROUND GAS LINE THIS CLEARANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE, OR SLEEVING, WHICHEVER IS MORE CONSERVATIVE. 3. FOR EXCAVATION NEAR THE UNDERGROUND GAS LINE, THE CONTRACTOR SHALL COVER, OR REMOVE, THE BUCKET TEETH OF THE EXCAVATOR. THE FINAL TWENTY-FOUR (24) INCHES SURROUNDING THE GAS LINE SHALL BE EXCAVATED BY HAND DIGGING. 5. THICKNESS AND COMPACTION TEST, FOR THE HOT -MIX ASPHALT MATERIAL, SHALL BE VERIFIED BY CORING AND IN-PLACE DENSITY TEST FOR EACH LIFT (1 TEST PER 5,000 SQ.FT. OF AREA) WITH A MINIMUM OF THREE (3) TEST BEING PERFORMED PER LIFT. Ld 0 Z Q O Z Qt<- w V) 0 W 5: J d O D U Z " CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy@oldhamgoodwin.cor FILENAME: 0413CVlA I SCALE: N/A SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO'. 202/260 - 0413/04 ;�l li MUZ SHEET 30F 14 GENERAL UTILITY NOTES (PRIVATE & PUBLICS PRIVATE UTILITY NOTES: TQE9 RULES & REGULATIONS 217.53 (d). - SEPARATION DISTANCES): TCEQ RULES & REGULATIONS 0290.44. WATER DISTRIBUTION): . 0 UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION q 1. ALL EXCAVATION FOR CAVATION SHALL BE MADE T 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY LINES IN ACCORDANCE WITH LOCAL CODES, OTHER PRIVATE OR PUBLIC (D) SEPARATION DISTANCES BETWEEN PUBLIC WATER SUPPLY PIPES AND WASTEWATER COLLECTION SYSTEM PIPES OR (E) LOCATION OF WATERLINES. THE FOLLOWING RULES APPLY TO INSTALLATIONS OR LATERALS, OTHER CONVEYANCES SOURCES OF WATERLINES, WASTEWATER MAINS OF CONTAMINATION. FURTHERMORE, ALL 4. ar BELOW THE REQUIRED GRADE ARID PROVIDE A SAND BED FOR IFI OVER MINIMUM OF SIX INCHES E Q THE PIPING. BACKFILL LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOCAL Lp"WS.. MANHOLES. AND IDENTIFIED AS POTENTIAL u .. _ PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED BY HAND OR UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE RATINGS SPECIFIED SHALL BE DEFINED BY ASTM OR AWWA STANDARDS STATED OTHERWISE. NEW MAINS, MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH OR TO 95% STANDARD PROCTOR DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICTER OF THE TWO (1) COLLECTION SYSTEM PIPES MUST BE INSTALLED IN TRENCHES SEPARATE FROM PUBLIC WATER SUPPLY SERVICE LINES, OR LATERALS ARE THOSE THAT ARE INSTALLED WHERE NO MAIN, SERVICE LINE, OR LATERAL DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TRENCHING AND EXCAVATION SHALL BE DONE IN STRICT SHALL APPLY. TRENCHES. PREVIOUSLY EXISTED, OR WHERE EXISTING MAINS, SERVICE LINES, OR LATERALS ARE REPLACED WITH PIPES OF ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY CODES AND STANDARDS. DIFFERENT SIZE OR MATERIAL. 7607 EASTMARK DR., SIE. 250E <77840> 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND (2) COLLECTION SYSTEM PIPES MUST BE NO CLOSER THAN NINE FEET IN ANY DIRECTION TO A PUBLIC WATER POST OFFICE BOX 9253 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE UTILITY LINES EXTEND INSPECTION APPROVALS FOR ALL WORK SHOWN. SUPPLY LINE. 1 WHEN NEW POTABLE WATER DISTRIBUTION LINES ARE CONSTRUCTED, (} THEY SHALL BE INSTALLED NO CLOSER COLLEGE STATION, TEXAS 77842 UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. THAN NINE FEET IN ALL DIRECTIONS TO WASTEWATER COLLECTION FACILITIES. ALL SEPARATION DISTANCES SHALL BE EMAIL: civil@rmengineer.com THE CONTRACTOR SHALL COORDINATE ALL INSTALLA11ONS OF SERVICES LINES, CONDUIT, METERS, ETC... WITH THE (3) IF A NINE-FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE FOLLOWING GUIDELINES WILL APPLY. TEXAS MEASURED FROM THE OUTSIDE SURFACE OF EACH OF THE RESPECTIVE PIECES.OFFICE - (979) 764-0704 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHALL BE BEDDED AND INITIAL BACKFILL CONSISTENT WITH APPROPRIATE UTILITY COMPANY. - COMMISSION ON ENVIRONMENTAL QUALITY PAGE 3 CHAPTER 217 DESIGN CRITERIA FOR DOMESTIC WASTEWATER FAX-(979) 764-0704 ,, NON-STRUCTURAL REQUIREMENTS. -IPJ STRUCTURAL AREAS (UPJDEP. FOUNDATIONS, PAVEMENTS, �.nLK�, ETC...) THE SYSTEMS 2 POTABLE WATER DISTRIBUTION LINES AND WASTEWATER MAINS OR LATERALS O THAT FORM PARALLEL UTILITY LINES UTILITIES SHALL BE BEDDED AND INITIAL BACKFILLED WITH CEMENT STABILIZED SAND. FINAL BACKFILL IN THESE SHALL BE INSTALLED IN SEPARATE TRENCHES. TEXAS FIRM .REGISTRATION No. F-469 5 SURVEYOR AREAS SHALL BE COMPACTED BY MECHANICAL TAMPING TO STRUCTURAL COMPACTION REQUIREMENTS. STORM SEWER NOTES PUBLIC & PRIVATE): (A) IF A COLLECTION SYSTEM PARALLELS A PUBLIC WATER SUPPLY PIPE THE FOLLOWING REQUIREMENTS APPLY. (3) NO PHYSICAL CONNECTION SHALL BE MADE BETWEEN A DRINKING TATER SUPPLY AND A SEWER LINE. ANY 4. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN-OUT COVERS, OR GRATES, THESE ITEMS SHALL 1. ALL PRIVATE 12" - 48" STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF HDPE (DR 21) (I) A COLLECTION SYSTEM PIPE MUST BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC APPURTENANCE SHALL BE DESIGNED AND CONSTRUCTED SO AS TO PREVEN ANY POSSIBILITY OF SEWAGE ENTERING KERR SURVEYING, LLC 505 CHURCH STREET BE PLACED FLUSH WITH THE PROPOSED PAVEMENT ELEVATION AND SLOPE. MANHOLES AND CLEAN-OUTS NOT IN PIPE CONFORMING TO ASTM F-714 AND HAVING A MINIMUM PIPE STIFFNESS OF 46. MEETING ASTM SPECIFICATIONS WITH AT LEAST A 150 POUNDS PER SQUARE INCH (PSI) PRESSURE RATING FOR BOTH THE DRINKING WATER SYSTEM. COLLEGE STATION, TX 77841 PAVEMENT AREAS SHALL BE SET 3" ABOVE THE FINISHED GRADE. THE PIPE AND JOINTS. 2. ALL PUBLIC STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF REINFORCED CONCRETE PIPE (Il) A VERTICAL SEPARATION MUST BE AT LEAST TWO FEET BETWEEN THE OUTSIDE DIAMETERS OF THE (4) WHERE THE NINE-FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, E FOLLOWING CRITERIA SHALL APPLY. OFF: (979) 268-3195 5. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING" TO DETERMINE IF CONFLICTS (RCP), ASTM C76, CLASS III WITH RUBBER GASKETED PROFILE CONFORMING TO ASTM C443. PIPES. FAX: (979) 691-8904 EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICT.(A) (III) A HORIZONTAL SEPARATION MUST BE AT LEAST FOUR FEET BETWEEN OUTSIDE DIAMETERS OF THE NEW WATERLINE INSTALLATION - PARALLEL LINES. 3. CONTRACTOR SHALL PROVIDE A MINIMUM OF 12" (TWELVE INCHES) CLEARANCE AT STORM SEWER AND WATER LINE PIPES. (1) WHERE A NEW POTABLE WATERLINE PARALLELS AN EXISTING NON-PRESSURE OR PRESSURE RATED 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL ELEMENTS (I.E. STORM CROSSINGS, AND A MINIMUM OF 6" (SIX INCHES) AT STORM SEWER AND SANITARY SEWER CROSSINGS. (IV) A COLLECTION SYSTEM PIPE MUST BE BELOW A PUBLIC WATER SUPPLY PIPE. WASTEWATER MAIN OR LATERAL AND THE LICENSED PROFESSIONAL ENGINEEI LICENSED IN THE STATE OF TEXAS IS DRAIN, SANITARY SEWER, ETC...) DO NOT CONFLICT WITH NON-GRADE CRITICAL ELEMENTS (I.E. ELECTRICAL CONDUIT, ABLE TO DETERMINE THAT THE EXISTING WASTEWATER MAIN OR LATERAll IS NOT LEAKING, THE NEW POTABLE WATER SERVICES, ETC...}. 4. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL INSTALL ALL HDPE IN ACCORDANCE WITH THE TRENCH (8) IF A COLLECTION SYSTEM PIPE CROSSES A PUBLIC WATER SUPPLY PIPE, THE FOLLOWING REQUIREMENTS lF FROM WATERLINE SHALL BE LOCATED AT LEAST TWO FEET ABOVE THE HORIZONXISIINGTALLY, VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZONTALLY, FOM TH ER MAIN OR LATERAL, MEASURED THE EXISTING WASTEWATER MAIN OR DETAIL CONTAINED IN THESE CONSTRUCTION DRAWINGS. ALL RCP SHALL BE INSTALLED IN ACCORDANCE WITH B/CS APPLY: LATERAL. EVERY EFFORT SHALL BE EXERTED NOT TO DISTURB THE BE DING AND BACKFILL OF THE EXISTING 7. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, BORING, STANDARD DETAIL D3-02. (1) IF A COLLECTION SYSTEM IS CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC WITH A MINIMUM WASTEWATER MAIN OR LATERAL. INSTALLATION, BACKFILLING OF UTILITY LINES AND RELATED APPURTENANCES AS SHOWN ON THE PLANS.. PRESSURE RATING OF 150 PSI, THE FOLLOWING REQUIREMENTS APPLY (II) WHERE A NEW POTABLE WATERLINE PARALLELS AN EXISTING RESSURE RATED WASTEWATER MAIN OR 8. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE WATER LINE NOTESPUBLIC &PRIVATE): (I) A MINIMUM SEPARATION DISTANCE IS SIX INCHES BETWEEN OUTSIDE DIAMETERS OF THE LATERAL AND IT CANNOT BE DETERMINED BY THE LICENSED PROFESSIONAL ENGINEER IF THE EXISTING LINE IS LEAKING, MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY PIPES. (11) A COLLECTION SYSTEM PIPE MUST BE BELOW A PUBLIC WATER SUPPLY PIPE. THE EXISTING WASTEWATER MAIN OR LATERAL SHALL BE REPLACED WITH A LEAST 150 PSI PRESSURE RATED PIPE. DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR THE NEW POTABLE WATERLINE SHALL BE LOCATED AT LEAST TWO FEET ABOV THE NEW WASTEWATER LINE, MEASURED MATERIALS AND EQUIPMENT. 1. ALL DOMESTIC WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF PVC (SCH 40}. PUBLIC OR FIRE WATER LINE (111) COLLECTION SYSTEM PIPE JOINTS MUST BE LOCATED AS FAR AS POSSIBLE FROM AN VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZONTALLY, FR M THE REPLACED WASTEWATER MAIN OR PIPE SHALL BE CONSTRUCTED OUT OF C909 (CLASS 200) MATERIAL. INTERSECTION WITH A PUBLIC WATER SUPPLY LINE. LATERAL. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND (1I) IF A COLLECTION SYSTEM PIPE CROSSES UNDER A PUBLIC WATER SUPPLY PIPE AND THE (111) WHERE A: NEW POTABLE WATERLINE PARALLELS A NEW WASTEWATER MAIN, THE WASTEWATER MAIN OR INSTALLATIONS WITH REGULATORY INSPECTOR. 2. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR TO COLLECTION SYSTEM PIPE IS CONSTRUCTED OF ACRYLONITRILE BUTADIENE STYRENE (ABS) TRUSS PIPE, SIMILAR LATERAL SHALL BE CONSTRUCTED OF AT LEAST 150 PSI PRESSURE RATED P E. THE NEW POTABLE WATERLINE SHALL DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL. SEMI-RIGID PLASTIC COMPOSITE PIPE, CLAY PIPE, OR CONCRETE PIPE WITH GASKETED JOINTS, THE FOLLOWING BE LOCATED AT LEAST TWO FEET ABOVE THE WASTEWATER MAIN OR LATERA , MEASURED VERTICALLY, AND AT LEAST MARK DATE DESCRIPTION 10. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS .NOTED ON THE DRAWINGS. CONTRACTOR TO REQUIREMENTS APPLY: FOUR FEET AWAY, MEASURED HORIZONTALLY, FROM THE WASTEWATER MAIN Of LATERAL. DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL. 3. WATER SERVICES SHALL BE SLEEVED UNDER THE PAVEMENT, AND 2' BEYOND THE BACK OF CURB WITH 4" PVC (1) A MINIMUM SEPARATION DISTANCE IS TWO FEET. 95% COMPLETE (SCH 40). (11) IF A COLLECTION SYSTEM PIPE IS WITHIN NINE FEET OF A PUBLIC WATER SUPPLY PIPE, THE (B) NEW WATERLINE INSTALLATION - CROSSING LINES. "DRY". ) INITIAL BACKFILL AROUND THE COLLECTION SYSTEM PIPE MUST BE (1) WHERE A NEW POTABLE WATERLINE CROSSES AN EXISTING, NON- RESSURE RATED WASTEWATER MAIN OR 11, ALL BORES SHOWN, UNLESS OTHERWISE NOTED, SHALL BE 4. WATER SERVICES WILL BE LEFT BETWEEN TWO (2') AND THREE (3') FEET DEEP AT THE POINT OF TERMINUS. (-A-) SAND STABILIZED WITH TWO OR MORE 80 POUND BAGS OF GEMENT PER CUBIC YARD OF SAND FOR ANY SECTION OF COLLECTION SYSTEM PIPE WITHIN NINE FEET OF A PUBLIC WATER SUPPLY PIPE. LATERAL, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST E WASTEWATER MAIN OR LATERAL SUCH NINE FEET HORIZONTALLY FROM THE NOT FOR 12. STRUCTURAL BACKFILL WILL BE REQUIRED FOR ALL EXCAVATION WITHIN FIVE (5) FEET OF PUBLIC ROADWAY ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL VALVE. PAVEMENTS OR WALKS. (-B-) INSTALLED FROM ONE QUARTER OF THE DIAMETER OF THE COLLECTION SYSTEM CENTERLINE OF THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE AT LEAST TWO FEET ABOVE PIPE BELOW THE CENTERLINE OF THE COLLECTION SYSTEM PIPE TO ONE PIPE DIAMETER (BUT NOT LESS THAN 12 THE WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SMALL BE CENTERED BETWEEN THE JOINTS 13. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR ON-SITE UTILITIES AND IRRIGATION SYSTEMS. INCHES ABOVE THE TOP OF THE COLLECTION SYSTEM PIPE. OF THE WASTEWATER MAIN OR LATERAL. IF THE EXISTING WASTEWATER MART OR LATERAL IS DISTURBED OR SHOWS SANITARY SEWER NOTES (PUBLIC &PRIVATE): (III) IFA COLLECTION SYSTEM CROSSES OVER A PUBLIC WATER SUPPLY PIPE, ONE OF THE FOLLOWING SIGNS OF LEAKING, IT SHALL BE REPLACED FOR AT LEAST NINE FEET IN BO iH DIRECTIONS (18 FEET TOTAL) WITH AT REVIEIWAWI ONLY 14. CONTRACTOR SHALL MARK ALL SERVICE LEADS WITH A METAL "T" POST, P,, „ INTED BLUE FOR WATER AND GREEN PROCEDURES MUST BE FOLLOWED: LEAST 150 PSI. PRESSURE RATED PIPE.. FOR SEWER, BURIED A MINIMUM OF 3' INTO THE GROUND. (1) EACH PORTION OF A COLLECTION SYSTEM PIPE WITHIN NINE FEET OF A PUBLIC WATER (11) WHERE A NEW POTABLE WATERLINE CROSSES AN EXISTING, PRESSOR RATED WASTEWATER MAIN OR LATERAL, 618/11 1. WHEN MAKING A CONNECTION TO AN EXISTING SANITARY SEWER MANHOLE, CONTRACTOR SHALL PLUG SUPPLY PIPE MUST BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC PIPE WITH AT LEAST A 150 PSI ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER MAIN OR LATERAL SUCH THAT 15.. THE CONTRACTOR SHALL COORDINATE AND PROVIDE ADEQUATE SUPERVISION FOR ALL UTILITY INSTALLATIONS TO DOWNSTREAM END OF PROPOSED SANITARY SEWER. THE SEWER SHALL REMAIN PLUGGED UNTIL FINAL ACCEPTANCE PRESSURE RATING USING, APPROPRIATE ADAPTERS. THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTERLINE AND NEAR THE WELLBORN S.U.D. WATER LINES IN A SATISFACTORY MANOR TO PROTECT ADJACENT UTILITIES, CONTROL BY THE CITY. (II) A COLLECTION SYSTEM PIPE MUST BE ENCASED IN A JOINT OF AT LEAST 150 PSI 0 F THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE AT LEAST SIX INCHES ABOVE THE CABLES, AND APPURTENANCES. PRESSURE CLASS PIPE THAT IS: WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF 2. UNLESS MANHOLES CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, THEY MUST BE INSTALLED SO AS THE WASTEWATER MAIN OR LATERAL. IF THE EXISTING WASTEWATER MAIN OR LATERAL SHOWS SIGNS OF LEAKING, IT 16. WELLBORN S.U.D. WILL REQUIRE THAT THE CONTRACTOR SET ALL METER BOXES AT FINISH GRADE ELEVATIONS. TO PROVIDE A MINIMUM OF NINE FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED WATERLINE. IF (-A-) CENTERED ON THE CROSSING; SHALL BE REPLACED FOR AT LEAST NINE FEET IN BOTH DIRECTIONS (l8 FEET TOTAL) WITH AT LEAST ?50' PSI THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE WATERLINE MUST BE ENCASED IN A JOINT OF 150 (-B-) SEALED AT BOTH ENDS WITH CEMENT GROUT OR MANUFACTURED SEAL; PRESSURE RATED PIPE. PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE WATERLINE. THE (-C-) AT LEAST 18 FEET LONG; (Ili} WHERE A NEW POTABLE WATERLINE GROSSES NEW, IE RATED WASTEWATER MAIN OR LATERAL PRELIMINARY SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT 5 FOOT .INTERVALS WITH SPACERS OR .BE FILLED TO (-.D-) AT .LEAST TWO NOMINAL SIZES LARGER THAN THE WASTEWATER COLLECTION ANON-PRESSU n � MAIN THE STANDARD SEGMENT LENGTH OF THE WASTEWATER M.JN 0 , o e. T 18 FEET ONE L,.TERAL dS .,T LEAS PUBLIC UTILITY NOTES: THE SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH PIPE; AND ,.PJD .PIPE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEW ITER MAIN OR LATERAL SUCH THAT THE THIS DOCUMENT IS RELEASED : ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL. (-E-) SUPPORTED BY SPACERS BETWEEN THE COLLECTION SYSTEM PIPE AND THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTERLINE OF FOR THE PURPOSE OF INTERIM''; ENCASING PIPE AT A MAXIMUM OF FIVE-FOOT INTERVALS. THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL 'IBE AT LEAST TWO FEET ABOVE THE REVIEW UNDER THE AUTHORITY A. GENERAL: 3. NO CAST-IN-PLACE MANHOLES SHALL BE USED. WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SHALL' BE CENTERED BETWEEN THE JOINTS OF 1. THE 2009 B/CS UNIFIED TECHNICAL SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION SHALL GOVERN ON THIS (4) PUBLIC WATER SUPPLY PIPE AND COLLECTION SYSTEM MANHOLE SEPARATION. THE WASTEWATER MAIN OR LATERAL.- THE WASTEWATER PIPE SHALL HAVE A MINIMUM PIPE STIFFNESS OF 115 PSI AT OF RABON A. METCALF, P.E. PROJECT FOR ALL PUBLIC UTILITY IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 4. ALL SANITARY SEWER PIPE 6" TO 15" SHALL BE SDR 26 PVC SEWER PIPE MEETING ASTM SPECIFICATION D-3034 5.0% DEFLECTION. THE WASTEWATER MAIN OR LATERAL SHALL BE EMBE IQED IN CEMENT STABILIZED SAND (SEE NO. 88583, ON JUNE 8, 2011 PERFORM ALL TESTS CONTAINED THEREIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR(A) HAVING ., MlhNftvlUlvl PIPE STIFFNESSOF 115 UNLESS OTHERWISE NOTED. UNLESS COLLECTION SYSTEM MANN-GEES AND THE CONNECTING COLLECTION SYSTEM -PIPE ARE CLAUSE Vi OF THIS SUBPARAGRAPH)..FOR THE TOTAL LENGTH OF ONE PIP I SEGMENT PLUS 12 INCHES BEYOND THE IT IS NOT TO BE USED FOR U R DISCREPANCIES OCCUR WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS. WATERTIGHT, AS SUPPORTED BY LEAKAGE TESTS SHOWING NO LEAKAGE, THEY MUST BE INSTALLED A MINIMUM OF JOINT ON EACH END. CONSTRUCTION, BIDDING OR 5. ANY AND ALL D.I.P. TO BE USED WILL HAVE BOTH EXTERNAL AND INTERNAL PROTECTION. EXTERNAL NINE FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED PUBLIC WATER SUPPLY PIPE.ti (IV) WHERE A NEN POTABLE WATERLINE CROSSES A NEN NON-PP.ESSU E RATED WASTEWATER MAIN OR LATERAL PERMIT PURPOSES. 2. THE CITY OF COLLEGE STATION WILL REQUIRE THE TESTING OF COMPACTION FOR ALL BACKFILL IN TRENCHES FOR A A POLYETHYLENE TUBING OR DOUBLE WRAP WILL BE 8 MILS THICK PER LAYER AND TIED TO PIPE T 3 MAXIMUM AND A STANDARD LENGTH OF THE WASTEWATER PIPE IS LESS THAN 18 FET IN LENGTH, THE POTABLE WATER PIPE PUBLIC WATER, SEWER AND DRAINAGE LINES. IF THE COMPACTION TEST SHOW THAT THE SPECIFICATIONS ARE NOT ` INTERVAL (IF LAID), OR BANDED TO PIPE AT 1' MAXIMUM INTERVALS (w/SCREW-TIGHTENED STEEL BANDS) (IF (B) IF -A NINE-FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE REQUIREMENTS IN PARAGRAPH SEGMENT SHALL BE CENTERED OVER THE WASTEWATER LINE. THE MATERIALS AND METHOD OF INSTALLATION SHALL MET, THE CONTRACTOR WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL JACKED). INTERNAL POLYETHYLENE (OR POLYURETHANE) LINER (OR COATINGS) WILL BE 40 MILS THICK. (3) OF THIS SUBSECTION APPLY. CONFORM WITH ONE OF THE FOLLOWING OPTIONS. IT MEETS OR EXCEEDS THE SPECIFICATIONS. (1) WITHIN NINE FEET HORIZONTALLY-OF EITHER SIDE OF THE WATERLINE, THE WASTEWATER PIPE AND 6. CONTRACTOR SHALL INSTALL DRIP PRN ON EACH SANITARY SEWER MANHOLE LOCATED IN PAVEMENT. JOINTS SHALL BE CONSTRUCTED WITH PIPE MATERIAL HAVING A MINIMUM PRESSURE RATING OF AT LEAST 150 PSI. AN 3. GUT SHEETS FOR ALL NECESSARY UTILITIES SHALL BE PROVIDED, BY THE CONTRACTOR, AS THEY BECOME ABSOLUTE MINIMUM VERTICAL SEPARATION DISTANCE OF TWO FEET SHALL B PROVIDED. THE WASTEWATER MAIN OR AVAILABLE PRIOR TO CONSTRUCTION OF THE WORK COVERED BY THE CUT SHEETS, AND SUBMITTED TO THE CITY'S 7. NO SANITARY SEWER SERVICE WILL BE LEFT MORE THAN 3.5 FEET DEEP AT THE POINT OF ITS TERMINUS. LATERAL SHALL BE LOCATED BELOW THE WATERLINE. ENGINEERING INSPECTOR. (11) ALL SECTIONS OF WASTEWATER MAIN OR LATERAL WITHIN NMI FEET HORIZONTALLY OF THE WATERLINE 4. TRENCH BACKFILL (UNLESS OTHERWISE NOTED): SHALL BE ENCASED IN AN 18-FOOT (OR LONGER) SECTION OF PIPE. FLEXIBLE ENCASING PIPE SHALL HAVE A MINIMUM PIPE STIFFNESS OF 115 PSI AT 5.0% DEFLECTION. THE ENCASING PIPE SHAL BE CENTERED ON THE WATERLINE AND {Aj UNDER PROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS), INITIAL BEDDING & BACI.FILL SHALL SHALL BE AT LEAST TWO NOMINAL PIPE DIAMETERS LARGER THAN THE WASTEWATER MAIN OR LATERAL. THE SPACE BE CEMENT STABILIZED SAND BEDDING AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE-FOOT (OR LESS) ',INTERVALS WITH SPACERS OR BE FILLED z SHALL CONSIST OF CLASS III MATERIAL IN LIEU OF CLASS IV B SOILS AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO THE SPRINGLINE WITH WASHED SAND. EACH END OF THE CASING SHALL BE SEALED WITH WATERTIGHT NON-SHRINK TO A DENSITY OF RIOT LESS THAN 98% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A CEMENT GROUT OR A MANUFACTURED WATERTIGHT SEAL. AN ABSOLUTE MINIMUM SEPARATION DISTANCE OF SIX INCHES � ■ ■ MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY BETWEEN THE ENCASEMENT PIPE AND THE WATERLINE SHALL BE PROVIDED. THE WASTEWATER LINE SHALL BE LOCATED U) W � 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TESTS BELOW THE WATERLINE. � SHOULD BE PERFORMED 1N THE INSPECTOR'S .PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. (111) WHEN A NEW WATERLINE CROSSES UNDER A WASTEWATER AIN OR LATERAL, THE WATERLINE SHALL � W (B) IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING & BACKFILL SHALL BE BANK RIVER SAND. FINAL BE ENCASED AS DESCRIBED FOR WASTEWATER MAINS OR LATERALS IN SUBCLAUSE (ll) OF THIS CLAUSE OR 2 t- :Ld DIMAXIMMB'IFTS O BACKFILA Y BE ILDI,ID9aEATOIDCOMPACTED CONSTRUCTED DUCTILE OF ONORSEP WELDED JOINTSAPPROPRIATE. ,^ v� >�DENSITY USING OFNOT LESSTHAN %OFSTANDARD MAXIMUM DENSITY AS DETERMINED ASMDL698 AT A ABSOLUTE MINIMUM SEPARATION OF ONE FOOT BETWEEN THE WA ERL(NE AND THE WASTEWATER 41N OR m-w k- MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY LATERAL SHALL BE PROVIDED. BOTH THE WATERLINE AND WASTEWATER MAI : OR LATERAL MUST PASS A PRESSUREW Z 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TEST AND LEAKAGE TEST AS SPECIFIED IN AWWA C600 STANDARDS. r ^ r ^ � V J p SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. (V) WHERE A NEW POTABLE WATERLINE CROSSES A NEW, PRESSURE RATED WASTEWATER MAIN OR V J < LATERAL, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER LINE SUCH THAT THE ht- Z 5. CONTRACTOR SHALL INSTALL 14 GAUGE SOLID COPPER TRACING WIRE DIRECTLY ABOVE ALL PVC PUBLIC UTILITY JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET f ORIZONTALLY FROM THE CENTER LINE OF W = (n H 0 LINES, TAPED EVERY 10', AND METAL DETECTOR TAPE SHALL BE PLACED ABOVE THE LINE NO DEEPER THAN 24", PER THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE AT LEAST SIX INCHES ABOVE THE J F- mss. n p ? B/CS STANDARD CONSTRUCTION DETAIL W1-03. WASTEWATER MAIN. OR. LATERAL.. WHENEVER. POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF 11 Q OLt- m THE WASTEWATER MAIN OR LATERAL. THE WASTEWATER PIPE SHALL HAVE A WNIMUM PRESSURE RATING OF AT LEAST B: WATER: 150 PSI. THE WASTEWATER MAIN OR LATERAL SHALL BE EMBEDDED IN CEMENT STABILIZED SAND (SEE CLAUSE (VI) Xw W � Q O 1. ALL WATER LINE FITTINGS AND SPECIALS SHALL BE MECHANICAL JOINT, DUCTILE IRON, CLASS 350, WITH STAINLESS OF THIS SUBPARAGRAPH) FOR THE TOTAL LENGTH OF .ONE PIPE SEGMENT LUS 12 INCHES BEYOND THE JOINT .ON W< < F,- STEEL NUTS AND BOLTS, UNLESS OTHERWISE SPECIFIED. EACH END. Z (VI) WHERE CEMENT STABILIZED SAND BEDDING IS REQUIRED, THE GEMENT STABILIZED SAND SHALL HAVE A uj Z W 2. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR MAY DEFLECT WATER LINES A MAXIMUM OF 1 DEGREE PER JOINT. MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND IX.TURE, BASED ON LOOSE DRY WEIGHT G O p THIS DEFLECTION SHALL OCCUR ALONG THE BARREL OF THE PIPE AND NOT AT THE JOINT. VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE ASTEWATER MAIN OR LATERAL. THE USE z C. SANITARY SEWER: OF BROWN COLORING IN CEMENT STABILIZED SAND FOR WASTEWATER MAIN OR LATERAL BEDDING IS RECOMMENDED FOR J 1. MANHOLES SHALL BE VACUUM TESTED AND SEWER LINES SHALL BE AIR TESTED AND TV CAMERA INSPECTEDTHE IDENTIFICATION OF PRESSURE RATED WASTEWATER MAINS DURING FUTURE [CONSTRUCTION. a ACCORDING TO B/CS UNIFIED SPECIFICATION SECTION 33 01 30 PRIOR TO ACCEPTANCE. W LL.I (5) WATERLINE AND WASTEWATER MAIN OR LATERAL MANHOLE OR C iEANOUT SEPARATION. THE SEPARATION V) DISTANCE FROM A POTABLE WATERLINE TO A WASTEWATER MAIN OR LATERIL MANHOLE OR CLEANOUT SHALL BE A MINIMUM OF NINE FEET. WHERE THE NINE-FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE POTABLE WATERLINE SHALL BE ENCASED IN A JOINT OF AT LEAST 150 PSI PRESSURE CLASS FlIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND HE CARRIER PIPE SHALL BE SUPPORTED AT FIVE-FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED V TH CEMENT GROUT OR MANUFACTURED SEALANT. (6) LOCATION OF FIRE HYDRANTS. FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN NINE FEET VERTICALLY OR HORIZONTALLY OF ANY WASTEWATER MAIN, WASTEWATER LATERAL, OR WASTEWATER SERVICE LINE REGARDLESS OF CLIENT INFORMATION CONSTRUCTION. (7) LOCATION OF POTABLE OR RAW WATER SUPPLY OR SUCTION LINES. ' UCTION MAINS TO PUMPING EQUIPMENT CREEK MEADOWS PARTNERS, L.P. SHALL NOT CROSS WASTEWATER MAINS, WASTEWATER LATERALS, OR WASTEWATER SERVICE LINES. RAW WATER SUPPLY c/o OLDHAM GOODWIN GROUP, LLC LINES SHALL NOT BE INSTALLED WITHIN FIVE FEET OF ANY TILE OR CONCRETE WASTEWATER MAIN, WASTEWATER 2800 SOUTH TEXAS AVENUE LATERAL, OR WASTEWATER SERVICE LINE. SUITE 401 BRYAN, TX 77802 (8) PROXIMITY OF SEPTIC TANK DRAINFIELDS. WATERLINES SHALL NOT BE: INSTALLED CLOSER THAN TEN FEET TO EMAIL: Jeremyooldhomgoodwin.com SEPTIC TANK DRAINFIELDS. FILENAME: 0413CVlA I SCALE: N/A SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO 22/260 - 0413/0426 Nwou II SHEET 4 OF 14 \N�, � � A �' > `CREEK MEADOWS: `Z SECTION 2, PH. 3 VICINITY MAP NOT TO SCALE \ EROSION CONTROL LEGEND —x— FILTER FABRIC FF .FENCE (REINFORCED FFF MAY BE REQ'D IN THESE AREAS) RFB —�C REINFORCED FILTER FABRIC FENCE SC STABILIZED CONSTRUC11ON ENTRANCE IPB INLET PROTECTION BARRIER (PH 2) RFD1 ROCK FILTER DAM (TY 1), SEE TxDOT 0 STANDARD EC(2)-93 0 SIDESLOPE EROSION CONTROL GUY WIRE ANCHOR 0 BLOCK SOD AREA (TIF 419 BERMUDA) PLAN NOTES:. 1. REFER TO SHEET GN -02 & GN -03 FOR EROSION CONTROL & CONSTRUCTION NOTES. 2. REFER TO TxDOT STANDARD DETAIL SHEET EC(2)-93 FOR ROCK FILTER DAM CONSTRUCTION. SYMBOL & LINE LEGEND —x— BARB—WIRE FENCE —Fm— FORCE MAIN SD— STORM SEWER —AHE— OVERHEAD ELEC. LINE —w— WATER LINE —ss— SEWER LINE 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR 0 WATER VALVE ® WATER METER 0 STORM SEWER CURB INLET IM ELECTRICAL TRANSFORMER ED GAS METER 0 MANHOLE O CLEANOUT 4 FIRE HYDRANT ® TELEPHONE PEDESTAL — — — BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT P.A.E. PUBLIC ACCESS ESMT. PR.D.E. PRV. DRAINAGE ESMT. PR.A.E. PRV. ACCESS ESMT. B.S.L. BUILDING SETBACK LINE Q LOT NUMBER Q BLOCK NUMBER COMMON AREA C014C�:3 INSTALL (IF NECESSARY) 12"0 DIP DRAIN PIPE @ LOW POINT TO PROVIDE ADEQUATE CROSS—DRAINAGE NOTE: DRESS WITH SUFFICIENT STONE AND WIDTH & LENGTH OF ENTRANCE TO PREVENT ACCESS STREET CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ACCESS STREET. 3" TO 5"0 STONE (ASTM D448) GEOTEXTILE FABRIC EXISTING SUBGRADE ` �f- SEC/TION !, \ 1 �,,�� / t�l-I ASE. JA ! NOT TO k SCALE / ! / 1 BENCHMARK DATA: T.B.M. OL. 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'–NAD 83) T.B.M.2�: 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24" RCP ROAD CULVERTS. (ELEV.=342.19'–NAD 83) 12' (MIN) CROSS—SECTION CONSTRUCTION ENTRANCE N.T.S. HAY BALE BARRIER FENCE, Ccs MC7A u AREA INLET \GEOTEXTILE 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. .-. z .0 SET HAY BALE FENCE n„ -r^ .f O" A %At A V rn^k A F REU'TUON - _ _ _ 5' DEEP x WIDTH OF ROAD �� ROCK RIP—RAPSEE i CONSTRUCTION ENTRANCE / J ' ' PHASE T1 t DETAIL FOR ROCK RIP—RAP & FABRIC REQUIREMENTS t CONCRETE WASHOUT — / LOCATED WHERE REQUIRED I ' BY CONTRACTOR & ,� " �.. / , i , , , OVED BY OWNER APPR e FFCE r FF xl/ O 5 i ��iF "i 22 21 z@ 19 18 17 --%` , T I 1 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 i COLLEGE STATION, TEXAS 77942 EMAIL: civil@rmengineer.com 0 by 120 OFFICE - (979) 764-0704 FAX - (979) 764-0704 SCALE: 1 = b0 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET j "Z _ ' COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 - - - f t I 324 o 4! -L �--= -BAKER 'MEADOW LOOP 3- RASE \1 B 1 / 0 22 / r 1 � _; r � 1 it 2/ , � I 0 1 19 1 ' t 14 ► 13 12 1'I `/ 10 g ( I ( f 2 17 1 16 15 t t ! j �� t i t 01, I I 1 t O t o t o �� tj t t t O 1 7 t o o t o t o, CRE VI► U VlSHOIN /� MASE (� SEC nqN Z PHA / J S`Z Y`�3 �52� J.�'' 32 ------------ LOT ----LOT 12 LOT 11 (CALLED 4.92 AC.) (CALLED 4.62 AC.) CURB INLET AREA INLET INLET SILTATION CONTROL N.T.S. 40 w 00 0 �0- X m ,t ,i It 1 i LOT 10 (CALLED 4.72 AC.) GALL - EFORE YOU DIG 1 TEXA ONE CALL SYSTEM 1'800-245-4545 (AT LEAST '72 HOURS PRIOR TO DIGGING) WARNINGII: THE CONTRA(TOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSIVUCTION A1) 1S SOLELY RESPONSIBLE FOR ALL DAMAGES I TO EXISTING UTILIT S DUE TO ANY CONSTRUCTION ACTIVITY. METAL "T" POST WIRE MESH FENCE (ATTACHED TO POST) FILTER FABRIC (ATTACHED TO WIRE FENCE) DETAIL "A" HAY BALE EXISTING GROUND (DOWNSTREAM) 2—#3 BARS, STEEL PICKETS OR 2"x2" STAKES DRIVEN 18" (MIN) INTO EXISTING GROUND COMPACTED FILL FLOW (UPSTREAM) FRONT VIEW STAKES DRIVEN 18 (MIN) , INTO EXISTING GROUND a 3' LONG METAL "T" 24" HIGH SILT FENCE, AS 0 10' SPACING MANUFACTURED BY SILT 0. C. (MAX) STOP OR EQUIVALENT BOTTOM OF BALE TO EXISTING GROUND I� COMPACTED FILL BE 4" (MIN) BELOW EXISTING GRADE r /WIRE & SILT FENCE SEE DETAIL "A" `\// /%yr BURIED 6" BELOW GRADE (DOWNSTREAM) (UPSTREAM) NOTE: SIDE VIEW INSTALL ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH B/CS SILT FENCING SWPP1-03 DETAIL N.T.S. `—FIRMLY ABUT BALES TO MINIMIZE STORMWATER y r , INFILTRATION FILL VOIDS, BETWEEN BALES w/SURPLUS STRAW ANCHORING DETAIL HAY BALE FENCE N.T.S. GEOTEXTILE BAGS FILLED WITH SAND OR GRAVEL TO ANCHOR PLASTIC LINER z 18" MIN PLASTIC EXISTING LINER GRADE 1 1 It 1 1 1 —j 1 N ''�.cC\�\1 / �' \fes .. �/� C\�\,\ /✓./. /,� / \l 8' MIN. EXISTING ELEVATION VIEW CRUSHED ROCK RUMBLE, SUBGRADE WASTE MATERIAL OR COMPACTED WASTE SUBGRADE 18" MIN t COMPLETE NOT FOR CONSTRUCTION REVIEW ONLY 6/8111 Z Q_ 0 Z V) J CL Q J M J LJ x V) O Iw-- t= F—w V; Z W z 0 aL1_ W LLJ o LL_ 0 w L� C-4 t[ 0 z �C z " Q 0 M0< m U) F-� W V (� W W A 0 � CL 8'x8' BOTTOM PIT AREA (MIN) CREEK MEADOWS PARTNERS, L.P. EXPAND AS NEEDED c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 GEOTEXTILE BAGS FIL-ED BRYAN, TX 77802 WITH SAND OR GRAVEL EMAIL: Jeremy0oidhamgoodwin.cor TO ANCHOR PLASTIC LINER FILENAME: 0413EClA I SCALE: AS NOTE[ SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. TOP FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. ® 202/260 - 0413/0424 PLAN VIEW �E� c 0 ONCRETE WASHOUT, N.T.S. SHEET) OF 14 r - - TIE SILT FENCE TOGETHER AT JOINTS WITH NYLON CORD SECTION _ - -=- =_==_===_=_=- -_ WIRE OR NYLON BINDING - COMPACTED FILL /�� EXISTING GROUND ANGLE FIRST STAKE ��i��i TOWARD ADJACENT BALE 2—#3 BARS, STEEL PICKETS OR 2x2 „ FRONT VIEW STAKES DRIVEN 18 (MIN) , INTO EXISTING GROUND a 3' LONG METAL "T" 24" HIGH SILT FENCE, AS 0 10' SPACING MANUFACTURED BY SILT 0. C. (MAX) STOP OR EQUIVALENT BOTTOM OF BALE TO EXISTING GROUND I� COMPACTED FILL BE 4" (MIN) BELOW EXISTING GRADE r /WIRE & SILT FENCE SEE DETAIL "A" `\// /%yr BURIED 6" BELOW GRADE (DOWNSTREAM) (UPSTREAM) NOTE: SIDE VIEW INSTALL ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH B/CS SILT FENCING SWPP1-03 DETAIL N.T.S. `—FIRMLY ABUT BALES TO MINIMIZE STORMWATER y r , INFILTRATION FILL VOIDS, BETWEEN BALES w/SURPLUS STRAW ANCHORING DETAIL HAY BALE FENCE N.T.S. GEOTEXTILE BAGS FILLED WITH SAND OR GRAVEL TO ANCHOR PLASTIC LINER z 18" MIN PLASTIC EXISTING LINER GRADE 1 1 It 1 1 1 —j 1 N ''�.cC\�\1 / �' \fes .. �/� C\�\,\ /✓./. /,� / \l 8' MIN. EXISTING ELEVATION VIEW CRUSHED ROCK RUMBLE, SUBGRADE WASTE MATERIAL OR COMPACTED WASTE SUBGRADE 18" MIN t COMPLETE NOT FOR CONSTRUCTION REVIEW ONLY 6/8111 Z Q_ 0 Z V) J CL Q J M J LJ x V) O Iw-- t= F—w V; Z W z 0 aL1_ W LLJ o LL_ 0 w L� C-4 t[ 0 z �C z " Q 0 M0< m U) F-� W V (� W W A 0 � CL 8'x8' BOTTOM PIT AREA (MIN) CREEK MEADOWS PARTNERS, L.P. 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SHEET) OF 14 r ice' i l' \, ♦ � / � TI ON ' SE 1 , i v f�� � ♦ ill 7 / \ � — --- FUTURE � - - - 5DEEP x WIDTH OF ROAD /�22 ' _ ROCK RIP -RAP (SEE ` PHASE T, D � � CONSTRUCTION ENTRANCE \ MATCH FLUSH TO f� O / , / DETAIL FOR ROCK RIP -RAP EXISTING PAVEMENT / ' ` / ' �' & FABRIC REQUIREMENTS GRADE & SLOPE _ 33f f r l t ' I I t REGRADE EXISTING GROUND f: i \ PAD=317.50' ;\,_ AS REQUIRED TO DRAIN ti �� '' t RUNOFF FROM STREET32 PAD=318.25' / r� / ! ��" I I / MAIN COME ♦� / i// / \ \� `\!`�// PA0=318.75' / // 7 /1\+` "" �� oe f f/ SIDE) X20 J'1, __ /7 PAD=319.00' 7607 EASTMARK. DR., STE. 25OF <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil*-mengineer.com 0 60 120 OFFICE - (979) 764-0704 Immmal 6" FAX - (979) 764-0704 SCALE: i = 60 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC ' \ 505 CHURCH STREET YACOLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 f 1 AIN ADA /I _IANT SLOPES THRU + ALK PROJECT AREA + t PAD=318.50'--� � � Ii� �l l 1 27 r �rIJJ 322 I� 323 O 5i' 32 ' // �� j ♦ a \ J 1 PAD=320.25' O 26 ! + I� I Lj i f /I PAD -324.00" 318 r �PAD=320.25' I , jlj L� I / �- 25 � / f � ='' ♦ �`.�_ V I PAD=3L0:75''Z[}. ! 1 , ` /l r j PA�25' I PAD5o'yl \ 13 I" ( 22 \ \_EXISNING 30"0 RCP �J �,���� PAD=321.75 PAD=32225 P�-32225 PAD=322.50' ' PAD=323.25 PAD=323.50 PAD=324.00 I STORM``§EWER PROPOSED 27"0 ,� PROPOSED 24 r ( I ( _ 319 t I�� i �1 I -11jL I I (� �1 I l� I ^� I PA0=325. % STORM SEWER - 1 f '� STORM SEWER + , I / I , I �2 SEE SHEET ST -01 i` SEE SHEET ST -01 'r - - -- ----------------- \(�SECTJT 2 3 8 f� X32 32 j 323 324 / \ \ ` / PAD=317.50' ! r / ` - .0 H /"SSE \1 B / 22 /I/ 71 ER MEADOW LP. \ f ' PAD=31,8.00' �r ` 322 � PAD=326.2 \ / r O 117 I 325 / 11PA /PAD=318.50' PAD=320.75''D=321,00''11 - 1 I `mow `1 PAD=319.00' I PAD=321.50' PAD -322 00' / r�I ' 1 \ i 16 ' PAD=32250' PAD=323.00' ,/PAD=323.50' PAD=323-75 l PAD=320.00' ' PAD =320.50' LO 1 + 13 , ' i , - \ ' /!! J 1 ij. , � !!! PAD=324.00 � PAD -324.75' � PAD=325.00' � PAD=325.50' PAD=325.75' � ; I 2 'I ' JI Q O , 12 �lf� —11 '10 111 0 1 , o _ , \\ /: \\ ti ' �' / r I ( 1 I/ ( Q + O O I O I I O I A PAD 326.501 \ / / / \ _- Jt E i mi LPAll=316.'L5' 1 J ,' '"� r , r SECT19N Z PHTNR 1 � I I I I I I LOT 12 LOT 11 (CALLED 4.92 AC.) (CALLED 4.62 AC.) LOT 10 (CALLED 4.72 AC.) I I --- CALL BJEFQRE YOU DIG TEXAS OAT CALL SYSTEM 1-P00-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) 111ARNING!1: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSI'RUCTION AN IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITHSiDUE TO ANY CONSTRUCTION ACTIVITY. I AAAAAA/\/** IBENCHMARK DATA: T B. M. #1— 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'—NAD 83) T.B.M.2�: 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24" RCP ROAD CULVERTS. (ELEV.=342.19'—NAD 83) GRADING LEGEND Ca DRAINAGE DIRECTIONAL ARROW T/P=100.00 TOP OF PAVEMENT T/C=100.00 I TOP OF CURB OR CONCRETE T/W=100.00 TOP OF WALL 1/2=100.00 TOP OF GROUND OR GRATE I PLAN NOTES: 1. REFER TO SHEET GN -02 & GN -03I FOR GRADING, DRAINAGE & CONSTRUC110N NOTES. 2. REFER TO DETAIL SHEET MD -01 & MD -02 FOR MISCELLANEOUS GRADING AND DRAINAGE DETAILS. 3. THE BUILDER OF EACH RESIDENTIAL LOT SHALL CONSTRUCT LOT SITE GRADING IN CONFORMANCE WITH THIS PLAN AND INSURE LOTS WITH CROSS -DRAINAGE ARE NOT IMPEDED. —x'— BARB -WIRE FENCE —F�- FORCE MAIN —So-- STORM SEWER —OHE— OVERHEAD ELEC. LINE -- WATER. LINE s SEWER LINE S POWER POLE LIGHT POLE GUY WIRE ANCHOR 04 WATER VALVE ® WATER METER 01'! STORM SEWER CURB INLET ® ELECTRICAL TRANSFORMER ED " GAS METER 0 MANHOLE Q CLEANOUT FIRE HYDRANT TELEPHONE PEDESTAL — - — BUILDING SETBACK LINE -- -- PROPERTY LINE ---- -- EASEMENT LINE P. E. PUBLIC UTILITY EASEMENT P.P.E. PUBLIC ACCESS ESMT. PR.D.E. PRV. DRAINAGE ESMT. PR.b.E. PRV. ACCESS ESMT. B.S.L. BUILDING SETBACK LINE 0 LOT NUMBER n BLOCK NUMBER VA , ".1 . 0 FIT -MM 0 F0T*. I �11 We i COMPLETENOT FOR CONSTRUCTION REVIEW 6/8111 • r� r •sa a. f' • Ma U) Q x a ,w - F= 0z w7) 00 Di V J 0 0 0 N V Q cr_ m CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy@oldhamgoodwin.com FILENAME: 0413GPlA I SCALE: AS NOTED SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 202/260 - 0413/0426 SHEET 6 OF 14 R 141.07 , `, _'s� 0MEADOW LOOP.,F. OF 27" BEGIN STREET (CL -3) STORM T oCONSTRUCTION - TIE O SEWER EXISTING PAVEMENT FLUSH,STA. 0 64.20: BAKER MEADLOOP f -- - ` MJ i �� I �® i M•8 STA. +00.00: BAKER STA. 1+38.57 (22.00 RT.): �- l , v\,j MEA OW LOOP EXTENSION BAKER MEADOW LOOP JUNCTION BOX JB3" - SEE B CS DETAIL D1-02 1T/G=317.32'- - - - - -r---- \ � ��j � ` 25• ,� a. �z, ° / <j � `�I j � t - ��9 �\S�.�e� \. �9 jt t / �/���`'f15`;�'.Ux.E\,./ 1 / '/ �jjd "7 �r( 2z 0 I 30 I 60 STA. 2+23.56: BAKER MEADOW LOOP " 10 P.U.E. T/P=317.20' STA. 2+48.99: BAKER SCALE: r"=30' MEADOW LOOP EXTENSION PROPOSED WATER 0T/C=317.85' -7,1TYPICAL 1OOW HPS W1"LINE ° STREET LIGHT (30 X \ + \ s• �.a l 1 - r SEE SHEET W-01 \ 8 + / / BRONZE FINISH) l 4 WIDE CONCRETE STA. 0+00.00 (15.50' RT.): j; i ,. �,,: � ��� � - ,.9 � �` I BAKER MEADOW LOOP , 4,9 ,{ SIDEWALK -4' OFF BOC 21 o �` f STA. 2+94.56 (17.25 LT.): BAKER ' C L CURVE DATA 1 TIE TO EXISTING JUNICTION o \ �`.9 / # SEE DETAIL SW1-02 N BOX "JB2" T/C=317.79' °' l MEADOW LOOP / PC STA. 0+00.00 \ �.�) I i j� O \ CURB INLET A5 r ' PT STA. 5+42.50 22- T/C=317.79' T C-318.79 2x `•7` �- 10 OPENING) -SEE. DETAIL D1-00 ! R=1,040.00' rEn 1 / 9 1 -� I -I ---I �- 1 77TYPICAL STREET i ���U / - ` T/P=317.79' , L=542.50' TYPICAL 10OW HPS CONCRETE APRON SEE � \ ''; �-- `" �•e �" - -�-. --.M 9 '-� D=29'53'15" STREET LIGHT (30' _ w B CS DETAIL ST2-01 \ M..9___ % W = /l f S/Cs d�\� • - .9 _ ' CHD=N 33'52'.00" W-536.37' I BRONZE FINISH) I I I / M.) 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PROFILE OF BAKER L _ 1��� I I RCP (CL -3) STORM ( ) PROPOSED - + - - - - - \ SEWER STA. 2+88.32 17.25 RT. 1 - - MEADOW LOOP EXTENSION 15' P.U.E. j / BAKER MEADOW LOOP SANITARY SEWER S1 f I 27 WIDE HMAC STREET 1-1-�i r CURB INLET "A4" SEE SHEET S-01 I 1 w/24" LAYDOWN GUTTER I 1\'1\ i UL CURVE DATA #3: (10' OPENING) -SEE DETAIL D1-00 / r (SEE DETAILS ; 15' P.U.E. ; ST1-00 8& ST4-04 x PC STA. 1 +70.73 �" J ) / l I PT STA. 2+43.78 R=50.00' L=91.69' 1 ` `�-�.����' / T/C=318.61' 7 f D=105' 04' 01" CHD=N 15'0'24" E-79.37' ' r( 152 52 L F OF 97"M �✓ rr r r 2Q; ��R=5.0.00 L=73.05'323 11 10 I i �; i �i iADOW.§ CHD=N 79'22'59" W=66.7-3 r D8342 46 I ICREOK ME SUBDIVI$ION I I I cy r 2� f Al r �'; SECTION 2, PHASE THREE �- BAKER MEADOW LOOP - PLAN VIEW - STA. 0+00 t0 STA. 6+60 SCALE: 1 "=30' N V v v v v v v Y F- � S P ui CALL BEF ARE YOU DIG Z TEXAS ONE CALL SYSTEM Li J W 1-800-245-4545 (AT LEAST 72 HO ti S PRIOR TO DIGGING) OFFICE - (97.9) 764-0704 IVARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS LELY RESPONSIBLE FOR ALL DAMAGES SURVEYOR TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION :ACTIVITY. 331 328-�_ AAAAAA/\� COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 331 328 325 MARKI DATE z z-_- -w z ..--o - N O� I- +-+moo - o r- " 2 x ¢ W -o r- l- m w to - - II --- w Q O� --_-____ - � - �: - ©ao N�m Ln +-� w-- W N X o _ ¢i��.IrJ o �_ z 0 m W- y Q __-. -- ��0� o� + - II __...._ Q-.-II-if (a _--_ STA._2 _$$.32_ 1Z,.2 � _ ):_-�-___ ' RS._ - -T---!A- D-1-00 S Min C - i oz - - _ :-: N._._ a o z� ui�_ _ o L'- h +�Ltm -o z w w w QY w-¢ F- <c m I o- V) m A. 2+94.56 ADOW LOOP _ 17.25 LT.: BAKER _ D l � _ _ _ _ - 0 -OP -€N IN G) ____ .28 L.F. OF BACKFILL w ABLIZED SAD CURB-INL SE -E -DST -AIS TfC= - TR.UCTURAL- - CEMENT BEDDING IN-LET5 ' 0 _ L_ W m -__._._--__.._ o- 3 0� w S ¢ ui-_ 164 - - - I - _ - - -- - -- -_ =3-1�7Q _ _ _ 3-1-9--- -- - --- - - - - _ _ _ _ - o O 325 O�zW-- fl p cn z ¢4t- W--w-x--- v1 M w Lu +�vv)i-Qw co -p o ¢dCDt=> t- w cn m 0 W < r ¢`s E- ¢ cn m II �_W_ w V� �o0W Li- LLJ 31 �� + wzm uj O 0 -- V) (nz r� V > CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy@oldhamgoodwin.cor 322 FILENAME: 0413T1A SCALE: AS NOTE SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A - - - CLIENT NO.- PROJECT NO. 202/260 0413/042§ -- E-XISTIN @ C_/_1_ _ --GR-OUND S - - SHEET 7 OF 14 PROPOSED TfC GRADE - ST1-00 (RIGHT 8& LEFT) .. . _ - _ - - F- 24-',=31-5-4 ' 313- . • _ • 319 -- - 319 316 EXISTIN GROUND - - - •-,•_,..r.... - Q STREET _ 3T6- _ _ - - 35.28 L.F. OF 24"0 ADS (N-12) STORM- - - _ _-� - PROPOSED T/C GRADE - ST1-00 (RIGHT 8c LEFT) -----�� -- -- -- 313 '152:52 L.F. F: OF 27"0 iRCP (CL -3) STORM SEWER s.' - RCP (CL -3) STORM SEWER - _--__ - - , ^- 310 116.5 L.F OF 310 87.00 L.F. OF STRUCTURAL BACKFILL NON -S BA UC "'KFIL FURAL L 90.00 L.F. CF BACKFILL STRUCTURAL 307 3O4 -------------O L0 -� M r� .-. Lir Cif Ll- p ---004 C'4 d _ r? Nn r N i C7 r S`S-T -� L_ jn -- =`- '^ t� M J U- 04 l -- r0 _ _NJ...__•U- L__ LL HE- ��-- -- - -� ren- _ - -Op N N N NN _pe) n n -Al � --�11 (I)L e UJI 4+00 5+00 6+ 3 0 1 C3 t37 m oco 0) +N MCLIi . tNN U - u - LL_ 0-+ 00 1+00 2+ 00 3+00 00 N V v v v v v v Y F- � S P ui CALL BEF ARE YOU DIG Z TEXAS ONE CALL SYSTEM Li J W 1-800-245-4545 (AT LEAST 72 HO ti S PRIOR TO DIGGING) OFFICE - (97.9) 764-0704 IVARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS LELY RESPONSIBLE FOR ALL DAMAGES SURVEYOR TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION :ACTIVITY. Q AAAAAA/\� BENCHMARK DATA: T.B.M. #jL 60d NAIL LOCATED IN PAVEMENT IAT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDF-R ROAD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'-NAD 83) T, B. #2L 60d NAIL LOCATED IN NORTH SI iE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24-71 RCP ROAD CULVERTS. (ELEV.=342.19'-NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU GN -03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET MD -01 & MD�IO2 FOR MISCELLANEOUS PAVING & DRAINAGE DETAILS AND B,/CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING & DRAINAGE CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROU D UTILITY FEATURES, AS SHOWN. 7607 EAST .MARK DR., STE. 250F <778 0> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil(a,)rmengineer.coin OFFICE - (97.9) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE DESCRIPTION 5% COMPLETE mOT FOR COURESTRUCTI Oft N' RE'avglEwwIN 618111 PRELIMINARY i THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. $$583, ON JUNE 8, 2011 IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. e Z CL 0 0 LIJ ~ 0 CU _ J Lu 0 W < Cl 0 ~ _ �z .� 3: ®„ L LJ Q o �o0W Li- LLJ Z + wzm uj O 0 V) (nz r� V > CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy@oldhamgoodwin.cor FILENAME: 0413T1A SCALE: AS NOTE SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO.- PROJECT NO. 202/260 0413/042§ A 0", SHEET 7 OF 14 I 27.100' { 1 BIB 113.5011 13.5( a I Fh ,-T f`I o �b SQ _7+008+00 48'48'38” W 8+00 -0--[i/C=324.76'. 0 't BAKER MEADOW LOOP , • • • Q� �- a 07 UJ i_- Zw Lu w w 0 F - SS„9 I ---+-------I I- 27' WIDE HMAC STREETI w/24” LAYDOWN GUTTERI ' I (SEE DETAILS _J/ ST1-00 & ST4-04) I i o o I © 1 1 I i STA. 9+69.87: BAKER MEADOW LOOP 1 I I END STREET CONSTRUCTION. ' �I w/ROCK RIP -RAP (5' BEYOND PAVEMENT EDGE) & 3 j 1 I 11 j REFLECTIVE WARNING -SIGNS ti`. I I I 0 30 60 ToSCALE: 1” = 30' F I �` 1 1 M. H. --J 1 N I I PROPOSED WATER LAVE 'r V I R25 32 SEE SHEET W-02 T/C=324.34' / I ♦ I F - T/C=324.48' - - - - - - 1 t — 8„µ, o T/C=324.62' /L CURVE DATA #4: PC STA. 8+14.74 1 11 PT STA. 8+93.47 of \ R=50.00' L=78.73'``---- SS.,9 f ft _ T/C=324.34 o I �-- �_,.�' ICHD=S D=9013 05 , I -----1------ , H. 860449 W-70.84 I o IT/C=324.43' PROPOSED e T/C=324.65 I 11 I 1 SANITARY SEWER T/C=324.54 "S1” SEE SHEET S-02 L_ rm Em wRAmw RiEAD%ows � ' ISI OU B01 'ISION SEC,TI ON 2, , H ASE TH R E 1 ; BAKER MEADOW LOOP — PLAN VIEW — STA. 6+60 to END SCALE: 1"=30' ----- ------ -i--- PROPOSED WATER ---- "W2" DATE I DESCRIPTION I I LINE NOT FOR IUN SEE SHEET W-02 IMAI REVir.ww ONLY 10 P.U.E. 6/8/11 PRELIMINARY AMBULATORY RAMP 0 I I TYPE 1 & 2 - BOTH SIDES OF RABON A. METCALF, P.E. NO. 88583, ON JUNE 8, 2011 (SEE DETAIL SHEET MD -01) IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR �f CifJ � 331 Z C- I • U) W < 0 4' WIDE CONCRETE 00 -I ! - i i SIDEWALK -4 OFF BOC. _ TYPICAL 100W 1 (SEE DETAIL SW1-02) I i I STREET LIGHT < CD o ui W+ LL. 0 460 US w w D—_ C-'3- 0 i ( � I BRONZE FINqH wImo— of I Z P 1-800-2451-4545 II WO m W W I L TO DIGGING) ANY AND ALL UTILITIES (/) ' — �'--+----- -� I ------J I — AND IS U-1 (y) 'M„9 M"9 „9 M„9 h � - M„9 .rM69r ' IM„8 M„9— M„8 — W W 7_��_ / 4 S W 0 Q 328 I 27.100' { 1 BIB 113.5011 13.5( a I Fh ,-T f`I o �b SQ _7+008+00 48'48'38” W 8+00 -0--[i/C=324.76'. 0 't BAKER MEADOW LOOP , • • • Q� �- a 07 UJ i_- Zw Lu w w 0 F - SS„9 I ---+-------I I- 27' WIDE HMAC STREETI w/24” LAYDOWN GUTTERI ' I (SEE DETAILS _J/ ST1-00 & ST4-04) I i o o I © 1 1 I i STA. 9+69.87: BAKER MEADOW LOOP 1 I I END STREET CONSTRUCTION. ' �I w/ROCK RIP -RAP (5' BEYOND PAVEMENT EDGE) & 3 j 1 I 11 j REFLECTIVE WARNING -SIGNS ti`. I I I 0 30 60 ToSCALE: 1” = 30' F I �` 1 1 M. H. --J 1 N I I PROPOSED WATER LAVE 'r V I R25 32 SEE SHEET W-02 T/C=324.34' / I ♦ I F - T/C=324.48' - - - - - - 1 t — 8„µ, o T/C=324.62' /L CURVE DATA #4: PC STA. 8+14.74 1 11 PT STA. 8+93.47 of \ R=50.00' L=78.73'``---- SS.,9 f ft _ T/C=324.34 o I �-- �_,.�' ICHD=S D=9013 05 , I -----1------ , H. 860449 W-70.84 I o IT/C=324.43' PROPOSED e T/C=324.65 I 11 I 1 SANITARY SEWER T/C=324.54 "S1” SEE SHEET S-02 L_ rm Em wRAmw RiEAD%ows � ' ISI OU B01 'ISION SEC,TI ON 2, , H ASE TH R E 1 ; BAKER MEADOW LOOP — PLAN VIEW — STA. 6+60 to END SCALE: 1"=30' Eno 1j,'r §� i� i HO :- )N — P HORZ: 1"=30' VERT: 1"=3' sa 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: eivil(wtinengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-469,5 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION % COmrLETE NOT FOR IUN IMAI REVir.ww ONLY 6/8/11 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON JUNE 8, 2011 IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES, 331 Z C- 0W� U) W ?_~ 00 Uj M0 ,•, C 331 1 ® 0 '—V)s �- < CD o ui W+ LL. 0 460 US �- w D—_ C-'3- 0 S� t � LL' - wImo— of TEXAS ONE CALL SYSTEMV P 1-800-2451-4545 II WO m W W rY TO DIGGING) ANY AND ALL UTILITIES (/) ' PRIOR TO CONSTRUCTION SOLELN RESPONSIBLE V AND IS FOR ALL DAMAGES > TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. d Y A^ _- — W W W Q 328 � Q m—� ��� to Z- ¢ w Ir--' ¢ a Q .a .a 328 325 EXISTING - 0 C/L GROUND OF STREET _ •Co - /�— r v'• +0.90% _1 -1.00% �pJw + � 0 d¢o�>- F-- w cnmw (l � I- `s 0 F_ Z ' a La_ 3 m -O' �n -- nJin to + 5' O D _�' Q¢¢Qr- ! Lil W Z O _ +'sem 0-0-(n mow— 1-40 -7Cs-_` (nmw - - ,j , �' - �� / -I- -p -w C� Z �-0— -�- - N p Fn Q< w- w 325 322 • �i—i/ — - A .. _ T —PROPOSED T/C GRADE (RIGHT & LEF) V s ------ - --ST-00 319 PROPOSED T/C GRADE - - - - �� ST1-00 (RIGHT -,& LEFT) --~ VERTICAL CURVE No. 1: VPI STA. 8+50.00 VPI ELEV. =324.70' CURVE LENGTH=100.00' 319 _ _ --� -- EXISTING GROUND ---- - -- - -- 0 C/L O STREET -� _. i/ti�.t � — - 316 I VERTICAL CURVE No. 1 316 - STATION ELEVATION (FT) 8+00.00 T/C=324.25' , 8+10.00 T/C=324.33f 8+20.00 T/C=324.39' 8+30.00 T/C=324.43' 8+40.00 T/C=324.46' 8+50.00 T C-324.46' / = 8+60.00 T/C=324.45' 8+70.00 T/C=324.41' 8+80.00 T/C=324.36' 8+90.00 T/C=324.29' 9+00.00 T C=324.20' / i v ---- -STA-.Y+-73.36:67�KE --COOP— A60W -A-,�I ---- _ � � _ ;r;:' - _ - , ; r�;;. � 31 3 -�-� _ PROPOS C/L=32 D 8"0 WA TE .49'- LIVE "W1'� - % f Z 313 ' _ - �__-- , `- ' - ! -STA._2+3. -0-0:-flAKER - �� MEADOW _ EXTEN-SIGN - STA. 0+ MEADOW 6.00: BAKER LOOP EXTENSION FL --314 7�' r2_17"01 _.� _.-._ -I- _ _- _ __---_ ..__ - _ �. _ --.-- _ _ - _.___.. - F/L=:313 -____P_ROP_OS 82'_-- _2.7_"_0__ST . M___..___ PROPOSED - - - E"J"ROARIA - - -1- -- - SE-WER- 310 310 - - _ STA__Ota6 6;_BAK _ STA. 2+15.62: BAKER _MEAD_O_W_L -E MEADOW, LOOP EXTENSION 307 o 0— o F/L-3-09..9. PROP --OSE- „ „ SAN -SE . P -OP-OSE-D-81 f_L=311-64'- S- AN,�E�W_ » » O _00-07. 3 0) O 0) + N r_0 M II io —c9—Co- N II O 0_ to ii + —00 En M 11co w O O O + il) cq 0 —00 0) a0 __00- + to 4i — > F- F- � r- �— r- � i- > � f- 304 7+00 8+00 9+00 10+00 0+00 11+00 2+00 Eno 1j,'r §� i� i HO :- )N — P HORZ: 1"=30' VERT: 1"=3' sa 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: eivil(wtinengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-469,5 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 BENCHMARK DATA: T.B.M. !- 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER. ROAD AND GREENS P AIRIE TRAIL. (ELEV.=296.31'-NAD 83), T.B.M. 22 60d NAIL LOCATED IN NORTH SI1,E OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-241 RCP ROAD CULVERTS. (ELEV.=342.19'-NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU GN -03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET MD -01 & MD7-02 FOR MISCELLANEOUS PAVING & DRAINAGE DETAILS AND 8/CS STANDARD DE AILS SHEETS FOR. STREET, SIDEWALK, PAVING & DRAINAGE CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE N AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROU D UTILITY FEATURES, AS SHOWN. CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy®oldhamgoodwin.cor FILENAME: 0413T1A 1 SCALE: AS NOTE[ SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A. PAGES: N/A RME CONSULTING ENGINEERS" CLIENT NO. PROJECT NO. 202/260 - 0413/0421 Admllm umo SHEET 8 OF 14 MARKI DATE I DESCRIPTION % COmrLETE NOT FOR IUN IMAI REVir.ww ONLY 6/8/11 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON JUNE 8, 2011 IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES, Z C- 0W� U) W ?_~ 00 Uj M0 ,•, C 1 ® 0 '—V)s �- < CD o ui W+ LL. 0 460 US U< � co < �1 Z o S� t w Z- c CALL BEFO YOU DIG wImo— of TEXAS ONE CALL SYSTEMV P 1-800-2451-4545 II WO m W W (AT LEAST 72 HOURS PRIOR WARNING!!: THE CONTRACTOR IS TO LOCATE TO DIGGING) ANY AND ALL UTILITIES (/) ' PRIOR TO CONSTRUCTION SOLELN RESPONSIBLE V AND IS FOR ALL DAMAGES > TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. d A AAA A^ °- BENCHMARK DATA: T.B.M. !- 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER. ROAD AND GREENS P AIRIE TRAIL. (ELEV.=296.31'-NAD 83), T.B.M. 22 60d NAIL LOCATED IN NORTH SI1,E OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-241 RCP ROAD CULVERTS. (ELEV.=342.19'-NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU GN -03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET MD -01 & MD7-02 FOR MISCELLANEOUS PAVING & DRAINAGE DETAILS AND 8/CS STANDARD DE AILS SHEETS FOR. STREET, SIDEWALK, PAVING & DRAINAGE CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE N AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROU D UTILITY FEATURES, AS SHOWN. CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy®oldhamgoodwin.cor FILENAME: 0413T1A 1 SCALE: AS NOTE[ SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A. PAGES: N/A RME CONSULTING ENGINEERS" CLIENT NO. PROJECT NO. 202/260 - 0413/0421 Admllm umo SHEET 8 OF 14 0 STA. 0+00: WATER LINE "W1" REMOVE 6" (MJ) PLUG & TIE INTO EXISTING WATER LINE J.B. M.H. / STA. 0+66: LONG CO I / 1 O 321 i /STA, 0+51: SHORT / t / _ 30 t i � .;�►� / 1 r � j>/� SIDI DUAL SERVICE T —7 i ill 7x' STA. 1+52: SHORT SIDE DUAL SERVICE' t EVENLY DEFLECT PIPE AS ) , o so 60 t REQ'D ALONG BARREL OF t t I 10' P.U.E.15' P.U.E. I scaL>: " — 30PIPE THROUGHOUT THE r ! STA. 2+54: SHORT HORZ. RADIUS (R=1,010') r 25 -- 1 S " "' + , SIDE DUAL SERVICE , ► 23 0 6" PVC (C-909, CL 200) WATER LINE "W1" ` ,j STA. 6+55.62: WATER LINE "W1" 21 o ! — f' 1 ` •�• ' ``: ` ` �. _ ' / l I STA. 3+55: SHORT " f 11i 1 _6,.x 6" (MJ) TEE /" I / • SIDE DUAL SERVICE SIDE DUAL SERVICE 1 F. --I 2-6 MJ GATE VALVES &BOXES X22 �C / . r _ I ( ) / PROPOSED � I "` — STA. 4+57: SHORT j ) 6" 1—STANDARD FIRE HYDRANT F I— s ,� t� J.B, ` a �••�` ; j ! s ; ? - -I t L 'SIDE DUAL SERVICE I ASSEMBLY (FH #26) «•. 7 i STORM SEWER — / , ; ; , t; `` 7.. iLd j ►; / SEE SHEET ST -01 �'' i ,, " -t- ._. I W / �, -., STA. 5 t 57: SHORT I STA. 6+49: SHORT I Z J- r,:, �: O "-�:.'; , . 1; I — ,.I SIDE D / SIDE DUAL SERVICE W � : 77 7 AL SERVICE `L ui Ljj / - a M.H. �r A v i5. r ,_3 ! ;.:: _1. f _ BA — — — — KER AD /'� G ! / \ t ` t \ ` / STA. 2+21: LONG / „� ' ``- LOOP SIDE DUAL SERVICE 1 /r 1 ' 0Ni I ( , IV L i : l t l _ I ( STA. 1+42: r LONG.. ._.:..; t) -- , L' f -y :. -f- -_.. _ r M.H., f I _ 4' S : W STA. 2+90: LONGSIDE DUAL SERVICE— SIDE — SIDE DUAL SERVICE 71 I r PROPOSEOSEiSERVICED J STA. 3 84: LONG S1DE DUAL - I ! _ -- i _ ; �i t. SANITARY SEWER , ,! STA. 4+68: LONG t i r t I I LINE S1 I I % SIDE DUAL SERVICE ' STA. 5+52: LONG I I I 15 P.U.E. / , '! SEE SHEET S-01 SIDE DUAL SERVICE,/ j P. E. L ` STA. 6+42: LONG i f- -j I_I SIDE DUAL SERVICE 22 it 0 21 0 CRE,m ADOWSAwl m0 '� t ' 1 � ISUBDIVI$ION- � �/ t 1 lI l ' � SECTION 2, PHASE THREE f ! WATER LINE "W1" — PLAN VIEW — STA. 0+00 to STA. 6+60 SCALE: 1 "=30' '77 331—X 331 m -- Z — BASED ON ROUGH SITE dz GRADING OCCURRING PRIOR TO __a 328 _ 328 w 325 �' __.__.__--__ _.__ __-- _ _-__ _—_ __ ��_� 325 w 0 PROPOSED GROUND 322< l+.{-�C �L F WAR LINE O _ - - — cn � W EXIST — -------- I�C-/L OF-�11ATER-EIN7 — 319 - .. • _ � _. � _ .�..� --- —�- 319 00 wow- . -3°T6•• - > - 316 U — w I� 313 - — — - 313 —_—� _— 6" PVC (C-909, CL 200) - — — -WATER LINE "W1" 31 V XLS_TI(\_G_6 -WAIE!-LI.N-E ___ _ _ ___ — _—__ _ _ (— _ — _ -- - r ' 4 �! _ : — t `v= - 31 V 660.00 L.F. OF NON—STRUCTURAL BACKFILL — 307 307 0-0 0 C14O O 00 _ to j 11 304 a — �- 0+00 400 2+00 3+00 4+00 5+00 6+00 PROFILE VIEW — HORZ: 1"=30' VERT- 1 "=3' 0 C0 tO N M w W = sr-rplpv �w Li Q CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-'45-4545 i (AT LEAST 72 UOURS PRIOR TO DIGGING) t4`ARNINGi!: THE CONTRACTOR IS IfO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS S LELY RESPONSIBLE FOR ALL DAhIAGES TO EXISTING UTILITIES DUE 0 ANY CONSTRUCTION ACTIVITI. BENCHMARK DATA: T.B.M. #1: 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER RO D AND GREENS PRAIRIE TRAIL. (ECFV.=296.31'—NAD 83) T.B.M. 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24" RCP ROAD CULVERTS. (ECFV.=342.19'—NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU N-03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET MD, 01 & MD -02 FOR MISCELLANEOUS UTILITY DETAILS AND B/CS STAN ARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING; DRAINAGE &e UTIL�TI' CONSTRUCTION. 3. THE EXISTING UTILITY LINES SOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WEREA BAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH TIHE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. 4. WATER SERVICES WILL BE LEFT' BETWEEN 1W0 (2') AND THREE (3') FEET DEEP AT THE POINT OF TERMI US. ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL V LVE. 5. NO SANITARY SEWER SERVICE WILL BE LEFT MORE THAN 3.5 FEET DEEP AT THE POINT OF ITS TERMINUS 7607EASTMAlZK1)It., STE.250F <77840> POST OFFICE BOX 9253 COLLEGE S'1'A'I'lON, TEXAS 77$42 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) . 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKT DATE I DESCRIPTION COMPLETENOT t FOR RE"'OVIEW, ONLY 6/8/11 Z �- co m wCY cn >- W VLLI ' 3:: CL Lj LL' ) V) o ISL O O ® w •"' J W Q <CoJ <t � F- CLIENT IPJFORMATION CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOIJ'TH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy®oldhamgoodwin.cor FILENAME: 0413W1A SCALE: AS NOTE , SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RMF. CONSULTING ENGINEERS CLIENT N0. PROJECT N0. 202/260 — 413/042 + W Z Z 'moi. SHEET OF 14 SCALE: 1 "'= i V �f ��R �17 1 1✓V � � �.%.f� j� Y �> � � i L} !� � 4�.. I✓vv� vvi,✓ V r Ileas:e II HORZ: 1"=30 VERT: 1"=3' IIae/.A&II HORZ: 1"=3C VERT- 1"=3' CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800245-4545 (AT LEAST U 110 S PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR I TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS �OLELY RESPONSIBLE FOR ALL DARAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. BENCHMARK DATA: 1 't tiP'I�� \ 1- AD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'—NAD 83) Id g'l� 3s�d-��F✓;l�'sr T B M.2�: 60d NAIL LOCATED IN ORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 34, FEET WEST OF 2-24" RCP ROAD CULVERTS. Ileas:e II HORZ: 1"=30 VERT: 1"=3' IIae/.A&II HORZ: 1"=3C VERT- 1"=3' CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800245-4545 (AT LEAST U 110 S PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR I TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS �OLELY RESPONSIBLE FOR ALL DARAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. BENCHMARK DATA: T.B.M. #1: 60d NAIL LOCATED IN I AVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER R AD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'—NAD 83) T B M.2�: 60d NAIL LOCATED IN ORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 34, FEET WEST OF 2-24" RCP ROAD CULVERTS. (ELEV.=342.19'—NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU N-03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS_ 331 —_ -- _ NOTE: WATER LINE DESIGN IS BASED ON ROUGH SITE GRADING OCCURRING PRIOR TO — _ WATER LINE CONSTRUCTION — w w—m—°' SIDEWALK, PAVING, DRAINAGE & UTI I ITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY — �VAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH �,� �,� m—m OO77z N. 4. WATER SERVICES WILL BE LEI - BETWEEN TWO (2') AND THREE (3') FEET DEEP AT THE POINT OF TERMINUS. ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL 5. NO SANITARY SEWER SERVICE' WILL BE LEFT MORE THAN 3.5 FEET 33►1 32 W Li_ v �—� > > CEN R JOINT OF PIPE . d - .t� SANITARY SEWER LINE CROSSING rn- -- -DEFLECT 2 -JOINTS OF PIPE m- ALONG BARREL (2.93') — :w/MINIMUM RADIUS OF I-- — �QQ'.- _.__ ; . L �- .. I w = � w _—� _ _ w w Q 4 "^^I- w �' - w_ � Q � m" °- �— w �? �$ w w �— r-- Q ¢ _ _ w - - - " " H- 325 0� og W m z O O w w ¢ - iZ o -I- -I- g 0 C9 00 co � � x xTE@_Wk_L_IL1E PROPOSE GROUND �m } I- w - Q0 � - - EXISTI G GROUND -t- + @ C/L OF WATER LINE7 _ _X x - 00 00 cfl Q Q o0 00 00 cD - w325 322 — to .w_ Of cn z O =I EXISTING ROUND - -- — - 8' PVC (C-909, CL 200) _WATER LINE ,, w� — • — "' ^ _ _ @ C L 0 WATER LINE —p—— -- ,, - — - . . 322 PRO @ C/LOF- 319 OSED-GR�Ol7 WATER -Lf -D- . O z -cam 00 -- �- a cOa-z-- - - - 319 -� w8-7 MOWN 7:14 316" - -WA- _ SAN.—S - E �1 " -"Sa' — _ _ ' - -- — - - _ - EXTSTIN WATE �" !NE - — - 316 31 3 --u---�- -- - - 8" PVC (C-909, CL 200) - WATER LINE "W2" 31 3 6" PVC (C-909, GL 200). WATER LINE 00 ____ ___ 20-C.F-OF--- ---CEMENT--_ _ STAB1LfZED- - - DEFL CT-2=JOlN S OF PIPE -_ ALONG BARREL (2.15') w/MINIMUM RADIUS OF .400' _ v - - - - - -- ==-SAND - 310 _ _ __. _ _ _ _ _ --- - - ---_ _ 310 69.00 L.F. BACKFILL OF -1 NON-STRUCTURAL 89.44 L.F. OF --- BACK -- _ ILL 11 - _ NON-STRUCTURAL 114.50 L.F. OF BACKFILL ...- _-______,-_ - 174.00 L.F. OF NON-STRUCTURAL BACKFILL ---STRUCTURAL - - - 0 n 0 -- -- - 307 t0 ,— N -- O tt� 0 d N (D N 00 e 00 X00 O O� --_ $i � O� 1- ­,�7�' 00 00 JI _ (p _ `— _� - 0 0 F. 10 I` : _Il .— O -Q 00 V) 111- Ill 1 - 17+00 8+00 9+00 10+00 I 0+00 1+00 2+00 Ileas:e II HORZ: 1"=30 VERT: 1"=3' IIae/.A&II HORZ: 1"=3C VERT- 1"=3' CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800245-4545 (AT LEAST U 110 S PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR I TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS �OLELY RESPONSIBLE FOR ALL DARAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. BENCHMARK DATA: T.B.M. #1: 60d NAIL LOCATED IN I AVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER R AD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'—NAD 83) T B M.2�: 60d NAIL LOCATED IN ORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 34, FEET WEST OF 2-24" RCP ROAD CULVERTS. (ELEV.=342.19'—NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU N-03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS_ 2. REFER TO DETAIL SHEET MD -01 & MD -02 FOR MISCELLANEOUS UTILITY DETAILS AND B/CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTI I ITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE �VAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHO N. 4. WATER SERVICES WILL BE LEI - BETWEEN TWO (2') AND THREE (3') FEET DEEP AT THE POINT OF TERMINUS. ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL �' ALVE. 5. NO SANITARY SEWER SERVICE' WILL BE LEFT MORE THAN 3.5 FEET DEEP AT THE POINT OF ITS TERMINUS. r 7607 EAS°TMARK UR., STE. 250F < 30ST OFFICE BOX 9253 :'OLLEGE S`l'A'I1ON, 'TEXAS 77542 ?MAIL: civi1@)rnien&eer.com DFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No.. SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKT DATE I DESCRIPTION W 0CIL CL ,® 0 W NQ "+ ® 0 F— _I 48 m H� _ (r� _ w H ^ U Z w 6� W W ® O w� J ZN �C O J W w Zz M®11 H ` F- a <0 LLJ Lli (0 LaJ En + U > s Q CL V CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.P c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: JeremylOoldhamgoodwinxc FILENAME: 0413W1A I SCALE: AS NOTE SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO 202/260 - 0413/042 wmu SHEET 10 OF 14 / 00 m _-- STA 0+00.00: SANITARY SEWER LINE "S1" REMOVE PLUG & TIE INTO EXISTING MH #93 E STA, 0+00: SINGLE SHORT SIDE SERVICE 110 \41 1✓" �\ I '`� � tq /p -_ a � PROPOSED STORM SEWER - SEE SHEET ST- f �77I / STA. 0+81: DUAL LONG SIDE SERVICE / -' - t O 30 60 10' P.U.E. I SCALE: 1" - 30' J / 15 E.U.E. I STA. 2+10: DUAL LONG SIDE SERVICE 22 � , PROPOSED WATER \ \ 6" PVC SDR -26, 03034 ��.g �,J� ,STA. 3+18: DUAL LINE "W1" t E ( } I t E LONG SIDE SERVICE rl % 21 SANITARY SEWER LINE "S1" `M9,\ / i ,- ,/ /, SEE SHEET W-01' , . 4+13: DUAL / STA I I I I ! J ' LONG SIDE SERVICE ii t �/M 9 1 ( 1 l 1 i .,COQ �+_; STA. 5+15: DUAL / o B LONG SIDE SERVICE I STA. 6+20: DUAL 1 / ` • ` 1 •. IM„9 M LL- 9i LMO„9N`( Gi SIDE SE!RV'IC l - O i i E / I - - 9 M"9 9E mom RA - h' �1 E'ADO �/ � 4 S W � ( a!! 1 / O j O ss L• fr / STA. 0+92: DUAL 6 PVC (SDR -26, D3034 ) / LONG SIDE SERVICE `•�.._ � SANITARY SEWER LINE S1 6 PVC (SDR -26, 03034) / ! s W 1 SANITARY SEWER LINE S1 / STA 1+46.66: SANITARY SEWER LINE S1it - �, - /- STA. 2+59: DUAL i l ..,_"f .,,...,_ _ ' 4 S W / MH 99 4'0 STANDARD MANHOLE, t .% t # - SHORT SIDE SERVICE -.- I , w 32, O RIM & COVER I 7 0 l 6: DUAL I' E , » STA. 3+ 4 Si) i . RT. 157`24 50 / '-L- AN G .� SERVICE rf ( � Ir IDES ..... SHORTS STA. 4+35: QUAL _....._. , t .. , � . _ t t / I i i t ' / t I'�} ► ( I / STA. 5+24: DUAL SHORT SIDE SERVICE SHORT SIDE SERVICE / ♦ / / 1 / l� �(�'1 it i ! , STA. 1+67: DUAL 15' P.U.E. ; ” ' (, „ ,,,, STA. 6+14: QUAL 1 LONG SIDE SERVICE 1. !� :� --� STA 5+37.19: SANITARY SEWER LINE S1 i SHORT SIDE SERVICE >I I MH #100 - 4'0 STANDARD MANHOLEI ( I 15 P.U.E. ( I w/32"O RIM & COVER f� L_ 1 l l ANG. RT. -170'34'13" (S1) � ( I � 0 / r / / `'` t ! 15 t 14 13 12 t , --3-23 11 t 10 I �9 8 i / 22 I 21 20 19 18 7 I6 t O / / �= I 1 1 E� tCREI I E / t / 1 t. I �� E I I E i SUBDIVI$10N SECTION 2, PHASE THREE SANITARY SEINER LINE "Sl" - PLAN VIEW - STA. 0+00 to STA. 6+60 SCALE: 1 "=30' SANITARY SEWER LINE "'Sl"' - PROFILE VIEW - STA. 0+00 to SIA. b+bU HORZ: 1"=30' VERT: 1"=3' 0 0 + 0 ' N �a (n H W W U) z LiW E� u ,Q E N WU) w Z� _ w _jW U) v C) E al' OE , IL CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-806-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND I9 SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES Dig TO ANY CONSTRUCTION ACTIVITY. BENCHMARK DATA: T.B.M. #1: 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER OAD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'-NAD 83) T.B.M. #2: 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 3 i 2 FEET WEST OF 2-24" RCP ROAD CULVERTS. (ELEV.=342.19'-NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU 'GN -03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET D-01 & MD -02 FOR MISCELLANEOUS 331 DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTILITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETINGS) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SH WN. 4. WATER SERVICES WILL BE LEFT BETWEEN TWO (2') AND THREE (3') FEET DEEP AT THE POINT OF TER INUS. ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL VALVE. '5 NO SANITARY SEWER SERVIC E WILL BE LEFT MORE THAN 3.5 FEET DEEP AT THE POINT OF ITS TERMII'JUS. 331 -= - ¢ __ _i Q z IS z_ La Ld_ O 0 328 p O Z O U) U) X �-W - I to -z_J -_p t� d Fr - ��� cp z J V) U) - I l O - M _j -0-� P`�- mo of — -� _ f� Z - .. 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OF - _ NON-STRUCTURAL - -- -- - BACK LL 409.00 L.F. OF NON-STRUCTURAL BACKFILL 307 �- �y �R 42-00-L-. F- - C -JC -B -A F- -FIEL�" - — ST -49:00-L: F: - - F UC -TUR -AL -B EKFIL-L 3 -pop w 11 O O r, ._.m O-- -p — A_ _45 O 1 r j - ij pl C14 -C14 —rl jj�— -K)— ---- —jj raj 11 T 11 iI - cri L0 + co V)(0 t4) II II II- 304 J �(n— _ - J J- J �C J �— - J I_ 0+00 400 2+00 3+00 4+00 5+00 6+00 SANITARY SEWER LINE "'Sl"' - PROFILE VIEW - STA. 0+00 to SIA. b+bU HORZ: 1"=30' VERT: 1"=3' 0 0 + 0 ' N �a (n H W W U) z LiW E� u ,Q E N WU) w Z� _ w _jW U) v C) E al' OE , IL CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-806-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND I9 SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES Dig TO ANY CONSTRUCTION ACTIVITY. BENCHMARK DATA: T.B.M. #1: 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER OAD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'-NAD 83) T.B.M. #2: 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 3 i 2 FEET WEST OF 2-24" RCP ROAD CULVERTS. (ELEV.=342.19'-NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU 'GN -03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET D-01 & MD -02 FOR MISCELLANEOUS UTILITY DETAILS AND B/CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTILITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETINGS) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SH WN. 4. WATER SERVICES WILL BE LEFT BETWEEN TWO (2') AND THREE (3') FEET DEEP AT THE POINT OF TER INUS. ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL VALVE. '5 NO SANITARY SEWER SERVIC E WILL BE LEFT MORE THAN 3.5 FEET DEEP AT THE POINT OF ITS TERMII'JUS. 1607 EASTMARK UR., STE. 25OF <7784(> 'OST OFFICE SOX 9253 :OLLEGE STATION, TEXAS 77842 'MAIL: civil@rmetiguieer.com )FFIC.E - (979) 764-0704 ?AX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-46 ,5 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION w Z �- WV) 0 00 W v) tL/ (n L w �> W 1.-1 Z m E E Ld to r� Z V) fX V vj Oil iJ ! < F- W Cki HH o ~ �Z3 Ld -i-+ 00 0 W W O V) 0 ®N Q o 0 0 Z {D iN + W z— m �0 �0Q Qt~'�i w W� (n v , t�� Z V E L.L CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.:). c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jere my0oldhamgoodwin.Com FILENAME: 0413S1A SCALE: AS NOTED SUBMITTED DATE. 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT ND. 202/260 - 0413/046 S-01 SHEET 11 OF 14 fU)� I - w w r w N F_ Q 0 CO t0 s _ Q u� w wT z w T� V) .vl.. v f 2` V / f-- } I LONG SIDE SERVICE (— m STA. 7+12: DUAL PROPOSED WATER ! I i I 6” PVC (SDR -26, D3034) LONG SIDE SERVICE / LINE W1 » SANITARY SEWER LINE S1 SEE SHEET W-01 I , -J\ L / 4' S W / N BAKER MEADOW LOOP STA. 7+06. DUAL I SHORT SIDE SERVICE I I. 6" PVC (SDR -26, 63034) SANITARY SEWER LINE "S1" l 1 `.J 1 1 I I i32 I 1 I i - - SCALE,: I" = 30' I' 1 STA. 9+96: DUAL - SHORT SIDE SERVICE L-771 - 4 m N PROPOSED WATER Q LINE "W1" SEE SHEET W-02 32 i r O ...W a„w t€ 1 0 ( t II T- - II + STA. 9+24: SINGLE i - / LONG SIDE SERVICE '1 Iif STA. 7+94: DUAL SHORT SIDE SERVICE 1 1 STA. 8+79: DUAL Ll 1 �� SHORT SIDE SERVICE M� 0/ (D AM CFiEimm FAEADOWIS AfimftL B D -11 ___"ISION 7w SEC,TI ON- 2, 7,ASE TH R E LINE "S1 - PLA SCALE: 1 "= STA 8+78.63: SANITARY SEWER LINE "S1" l \ MH #101 - 4'0 STANDARD MANHOLE �I w/32" O RIM & COVER ANG. RT.=107'30'01" (S1) \ I HIM! ' 1' I l' 11 I I v r „S1 " - PROI HORZ: 1"=30 VERT- 1"=3' f 4 7607 EASTMARK DR., STE. 250T <7784> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION S TOP ! I CALL BEFOPE YOU DIG TEXAS ONE CALL SYSTEM 1-800'.245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) 1t'ARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND ISISOLELY RESPONSIBLE rOR ALL DAMAGES TO EXISTING UTILITIES D11 TO ANY CONSTRUCTION ACTIVITY. BENCHMARK DATA: T.B.M. #1: 60d NAIL LOCATED IN RAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER R AD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'-NAD 83) T.B.M.2�: 60d NAIL LOCATED IN ORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24" RCP ROAD CULVERTS. (ELEV.=342.19'-NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU GN -03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET MD -01 & MD -02 FOR MISCELLANEOUS UTILITY DETAILS AND B/CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTI I ITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE �VAtLABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE 331 4. WATER SERVICES WILL BE LEFT BETWEEN TWO (2') AND THREE (3') FEET DEEP AT THE POINT OF TERM�NUS. ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL VALVE. 5. NO SANITARY SEWER SERVICE' WILL BE LEFT MORE THAN 3.5 FEET DEEP AT THE POINT OF ITS TERMINUS. r 331 �- o ©� Z -_ Q - 328��:� -� 00= N " Lo 328 325 E�41 TIN F SA -_- �_-- GR-OU.N WEED PROP -Q-C/ SED-GROU-N -OF SANITA YLSEWER Z E- -� _w Q�� - ter' O Q ,��� ,— z—N—r� Q r� �� .3 - S -T -A- a 8' W -TER-CINE-'W +42:7-8: SA " SE -VST.— F L=320.5 (oz � " + - Q w = ZIr w paw N ry r o Q 61 n .-� N_r� a m cn 3E 325 322 322 STA 8+04: DUAL LONG — STA. 9+24: SINGLE � SL�2Q 4 �_- -- f -SIDE SER F/ _ L I -CE - _ _ - LONG _ STA. 7+12 E SID Fjt UAL LONG ERVI J/ - 319 - +-1 ;0 — --- �_-�� ---� f - ,� � 7 ---, �� r� , �r�� 3 319 Now EI`ENT- 1. n•,. `-3i� \ I` .,.I. 10 \ ;'li i �, i, +:./j m_mTTm= -- -- —STABI IZEAND - 31 313 - - - CENTER JOINT OF PIPE WATER LINE CROSSING - 313 - 6" PVC (SDR -26, D3034) SANITARY SEWER LINE "S1" 6" PVC (SDR -26, D3034) - - SANITARY SEWER LINE "S1" - - - —I\LQN-S - — f_R�LCZURAI�- 310 _ - BACKE LL 310 21E.63 L.F. OF IqON-STRUCTJRAL BACKFILL STR CTIJRAL BA RFILL 307 N 301 LO h Ir, � r, c6 1', I 0 O d -tomL T O --- + co (0-0, r II r� I I_ r__ I — 11- —il MIop It_ vi It II- QJ V) I I- J t i J LL J J J I L ! � J J I i LL J J b- 304 7+00 8+00 9+00 10+00 11 + 0 „S1 " - PROI HORZ: 1"=30 VERT- 1"=3' f 4 7607 EASTMARK DR., STE. 250T <7784> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKI DATE I DESCRIPTION S TOP ! I CALL BEFOPE YOU DIG TEXAS ONE CALL SYSTEM 1-800'.245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) 1t'ARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND ISISOLELY RESPONSIBLE rOR ALL DAMAGES TO EXISTING UTILITIES D11 TO ANY CONSTRUCTION ACTIVITY. BENCHMARK DATA: T.B.M. #1: 60d NAIL LOCATED IN RAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER R AD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'-NAD 83) T.B.M.2�: 60d NAIL LOCATED IN ORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24" RCP ROAD CULVERTS. (ELEV.=342.19'-NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU GN -03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET MD -01 & MD -02 FOR MISCELLANEOUS UTILITY DETAILS AND B/CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTI I ITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE �VAtLABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. 4. WATER SERVICES WILL BE LEFT BETWEEN TWO (2') AND THREE (3') FEET DEEP AT THE POINT OF TERM�NUS. ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL VALVE. 5. NO SANITARY SEWER SERVICE' WILL BE LEFT MORE THAN 3.5 FEET DEEP AT THE POINT OF ITS TERMINUS. r > i ry Z a - ®w cn M w w w Z ��► Z w M F- D uj <O w W m t/, _° WLL_ t0 o w+ V w J 0 t\1 Q o >- < Z z Ld w w Q w�0 CL CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.P c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy0oidhamgoodwin.cc FILENAME: 0413S1A I SCALE: AS NOTE SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RIME CONSULTING ENGINEERS CLIENT NO. PROJECT NO 202/260 - 0413/042 No SHEET 1 2 OF 14 15'-0" a ,or _r -------K HZC RAMP NOTES: w 1. MAXIMUM CROSS -SLOPE OF .00% IN J ALL DIRECTIONS. zz< 2. APPLY LIGHT BROOM FINISH TO ALL NEW CONCRETE. v a 1 3. RAMPS SHALL BE ACCENTED WITH o 01 I COLOR AS SPECIFIED BY THE ENGINEER. I I d ITYPICCAL SIDE DURABLE SURFACE INITIAL FLARES @ 1:10 / ( I DETECTA13LE WARNING MAX SOPE 1:10 PAVERS, SEE B/CS *1 COARSE 24 H...M. A. C. (MIN) SEE B/CS (MAX) LIFTS TO 90% STANDARD I STANDA D SW2-03 °d 0 0 0 0 0 0 0 0 0 0 0 o a / o o 0 0 0 0 0 0 0 0 0 \ 4 OF OPTIMUM MOISTURE CONTENT 0 o 0 0 0 0 0 0 0 0 0 0 / 00000 000o 0 TO +4% OF OPTIMUM MOISTURE tld 900010 0 0o 000 0 0. OPTIMUM MOISTURE CONTENT - WORK IN `- 0 0 0 0 0 0 0 0 0 0 CONTENT - LEVEL AROUND PIPE BY HAND TO 6 0000 0 0 0 0 0 0 0 \ I;cq 4 x 4 BASE PROPOSED STABILIZED 5'-0" RAMP SUBGRADE x 8 5'-0" TYPICAL WIDTH CONCRETE CURB ....... & GUTTER WIDTH CONCRETE CURB N.T.S. PROVIDE & INSURE CLEAN SIDE DURABLE SURFACE INITIAL FINAL PROVIDE NEAT & TYPE STRAIGHT SAW CUT PROPOSED 1:10 H.M.A.C. SURFACE EXISTING *1 COARSE 24 H...M. A. C. (MIN) SEE B/CS (MAX) LIFTS TO 90% STANDARD EXISTING BASE I & SUBGRADE °d / \STANDA 4 OF OPTIMUM MOISTURE CONTENT O O O O O O 0 0 0 O O O O / o 0 o a a v o O o o o 0 TO +4% OF OPTIMUM MOISTURE tld 0 0 0 0 0 0 0 0 0 0 0 0 / o o 0 0 0 o a o 0 0 0 0 0 0 OPTIMUM MOISTURE CONTENT - WORK IN `- / O o a o 0 0 0 0 0 o a o 0 0 n 010 CONTENT - LEVEL AROUND PIPE BY HAND TO 6 / 0 0 0 0 0 0 o v o 0 0 0 0 ` PROPOSED LIMESTONE 4 x 4 BASE PROPOSED STABILIZED ` SUBGRADE x 8 EXISTING H.A.M.C. TIE TO NEW H.M.A,C. PAVEMENT N.T.S. 15'-0" rAmw t w F - w It U z O U TYPICCAL SIDE BEDDING INITIAL FINAL TYPE TYPE BACKFILL FLARES 0 1:10 I \ DETECTA LE WARNING MAX SOPE / I _ 61 I PAVERS, SEE B/CS (MAX) LIFTS TO 90% STANDARD - I O v I STANDARD PROCTOR PROCTOR DENSITY @ 0 TO +4% / \STANDA D SW2-03 OF OPTIMUM MOISTURE CONTENT O O O O O O 0 0 0 O O O O / o 0 o a a v o O o o o 0 TO +4% OF OPTIMUM MOISTURE tld 0 0 0 0 0 0 0 0 0 0 0 0 / o o 0 0 0 o a o 0 0 0 0 0 0 OPTIMUM MOISTURE CONTENT - WORK IN `- / O o a o 0 0 0 0 0 o a o 0 0 n 010 CONTENT - LEVEL AROUND PIPE BY HAND TO 6 / 0 0 0 0 0 0 o v o 0 0 0 0 ` PROVIDE UNIFORM SUPPORT 4 x 4 / 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ` CV x 8 4 5'-0" RAMP ' ....... 5'-0" TYPICAL WIDTH CONCRETE CURB CEMENT PER CUBIC YARD (WHICHEVER IS & GUTTER AREAS GREATER) BEDDING TABLE IDENTIFIER BEDDING INITIAL FINAL TYPE TYPE BACKFILL BACKFILL VE CAL CLASS III - COMPACT CLASS 11 - COMPACT IN 6" CLASS IV B - COMPACT IN 8" Rf IN 6" (MAX) LIFTS TO (MAX) LIFTS TO 90% (MAX) LIFTS TO 90% STANDARD w 90% STANDARD STANDARD PROCTOR PROCTOR DENSITY @ 0 TO +4% NON- PROCTOR DENSITY a DENSITY 0 0 TO +4% OF OF OPTIMUM MOISTURE CONTENT STRUCTURAL 0 TO +4% OF OPTIMUM MOISTURE tld AREAS OPTIMUM MOISTURE CONTENT - WORK IN `- 5 TO 10 CONTENT - LEVEL AROUND PIPE BY HAND TO 6 G]J✓ FINAL GRADE BY PROVIDE UNIFORM SUPPORT 4 x 4 4 x 6 HAND UP TO SPRING LINE x 8 4 CEMENT STABILIZED SAND: 10% (MIN) CEMENT CLASS IV B - COMPACT IN 8" ....... PER CUBIC YARD OF SAND OR 2.5 SACKS OF (MAX) LIFTS TO 98% STANDARD STRUCTURAL CEMENT PER CUBIC YARD (WHICHEVER IS PROCTOR DENSITY 0 0 TO +44% AREAS GREATER) OF OPTIMUM MOISTURE CONTENT IS TO START CL 04 - COMPACTION ACCOMPLISHED z Q - --- BY MECHANICAL TAMPING N.T.S. i p G d - - Q • d•O d -e •e 1 b REFER TO GRATE INLET, CURB INLET, OR JUNCTION BOX DETAIL FOR SPECIFICATIONS TRENCH SHORING - MINIMUM REQUIREMENTS � SIZE & SPACING OF MEMBERS DEPTH KIND OR CONDITION UPRIGHTS STRINGERS CROSS BRACES, WIDTH OF TRENCH GIVEN IN TABLE 1 1 OF ASTM D2323 & SUMMARIZED AS: MAXIMUM SPACING OF TRENCH OF EARTH MINIMUM MAXIMUM MINIMUM MAXIMUM UP TO 3 3 TO 6 6 TO 9 9 TO 12 12 (ft) TO 15 VE CAL ORS ONTA DIMENSION SPACING DIMENSION SPACING FEET FEET FEET FEET FEET O Rf \//\// ji,° (in) (ft) (in) (ft) (in) (in) (in) (in) in) w z .-� 3 x 4 n- .. O It (nO Q L� F z `V - tld OV) -SCO CLASS IB: ANGULAR, CRUSHED ROCK AND SAND, WELL GRADED TO MINIMIZE MIGRATION OF OM z� `- 5 TO 10 HARD, COMPACT OR 6 G]J✓ ... ....: .. . . . . 2 x 6 4 x 4 4 x 6 6 x 6 6 x 8 4 6 a ....... 2 x 6 THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER OF PIPE �Q = = == PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. :2CL .. IS TO START CL 04 z Q - --- O j .. 3 x 4 -::_- (n U CLASS Til: COARSE GRAINED SOILS WITH FINES. NATIVE SOILS FROM THE TRENCH GENERALLY DO O U N AND BE RETAINED IN AN EFFECTIVE MANNER. w SEAL END CEMENT / NOT MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH LIKELY TO CRACK OR 3 4 x 6 4 2 x 6 4 x 4 4 x 6 6 x 6 6x8 SPACED 4 6 WHERE THE TRENCH BOTTOM IS 2 x 6 INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN UNSTABLE, EXCAVATE TO A DEPTH AS MEANS MUST BE USED TO CLAYS. THIS MATERIAL MUST HAVE A LIQUID LIMIT <50 AND A PLASTICITY INDEX >7 AND >"A" LIME. REQUIRED BY THE ENGINEER AND PREVENT SURFACE WATER .FROM ENTERING AN EXCAVATION SEE SPECIFICATION ASTM D2321-89 FOR DETAILS. REPLACE w/A FOUNDATION OF CLASS 1B ADEQUATE DRAINAGE OF THE AREA ADJACENT TO THE EXCAVATION. SOFT, SANDY, OR FILLED 3 x 4 OR CLOSE SHEETING 4 x 6 4 4 x 4 4 x 6 6 x 6 6 x 8 8 x 8 4 6 PROVIDED AN LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL 2 x 6 BEDDING FOR ADS PIPE PRIOR TO PLACEMENT IN THE TRENCH. THIS MATERIAL IS ONLY APPROPRIATE FOR TOPSOIL IN N.T.S. NON-STRUCTUAL AREAS. HYDROSTATIC PRESSURE 3 OR 4 CLOSE SHEETING 6 x 8 4 4 x 4 4 x 6 6 x 6 6 x 8 8 x 8 4 6 2 x 6 3 x 4 10 TO 15 HARD OR 4 4 x 6 4 4 x 4 4 x 6 6 x 6 6 x 8 8 x 8 4 6 2 x 6 3 x 4 LIKELY TO CRACK OR 2 4 x 6 4 4 x 4 4 x 6 6 x 6 6 x 8 8x8 6 2 x 6 SOFT, SANDY, OR FILLED2 3 x 4 OR CLOSE SHEETING 4 x 6 4 4 x 6 6 x 6 6 x 8 8 x 8 8 x 10 4 6 6 HYDROSTATIC PRESSURE 3 x 6 CLOSE SHEETING 8 x 10 4 4 x 6 6 x 6 6 x 8 8 x 8 8 10 4 6 15 TO 20 ALL KINDS OR CONDITIONS 3 x 6 CLOSE SHEETING 4x12 4 4x12 6 x 8 8 x 8 8x10 10x10 4 6 OVER 20 ALL KINDS OR CONDITIONS 3 x 6 CLOSE SHEETING 6 x 8 4 4 x 12 8 x 8 8 x 10 10 x 10 10 x 12 4 6 1 TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, CROSS BRACES. SHORING IS NOT REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG. WHERE POSSIBLE, STEEL SHEET PILING AND BRACING OF EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD. EXISTING EXPANSION CURB JOINT PROPOSED #4 DOWELS CURB @ 18" 0. C. (+\ FILL VOID SPACE BETWEEN ADS PIPE AND MANHOLE 'OPENING WITH A NON -SHRINK GROUT MATERIAL ADS N-12 STORM DRAIN PIPE 4 =; - TIE TO CURB DETAIL N.T.S. vIlL 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. CLASS V. SALVAGE TOPSOIL (IN NON-STRUCTURAL AREAS) TRENCH WIDTH EXISTING MAX = PIPE O.D.+24" GRADE = z IN = PIPE O.D. +12" ASTM D2321-89 CLASSES OF EMBEDMENT & BACKFILL MATERIALS Q cL /\\i/\\i GIVEN IN TABLE 1 1 OF ASTM D2323 & SUMMARIZED AS: J w o ::. �/\%\\� rNi/�i�, Q ry O - \//\// ji,° CLASS IA: ANGULAR, CRUSHED ROCK, NO FINES L^ w z .-� J JI n- .. O It (nO Q L� F z `V - tld OV) -SCO CLASS IB: ANGULAR, CRUSHED ROCK AND SAND, WELL GRADED TO MINIMIZE MIGRATION OF OM z� `- _� �.Ni ADJACENT SOILS. LITTLE OR NO FINES. - v z Q -m G]J✓ ... ....: .. . . . . Ld SILLS ARE VALES THAT ARE INSTALLED AT THE TOE OF E TRENCH SIDE.) cn o z CLASS 11: COARSE GRAINED SOILS, CLEAN. NATIVE SOILS FROM THE TRENCH GENERAL DO MEET SPRING LINE a ....... O THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER OF PIPE �Q = = == PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. :2CL .. IS TO START CL 04 z Q - --- O j .. z -::_- (n U CLASS Til: COARSE GRAINED SOILS WITH FINES. NATIVE SOILS FROM THE TRENCH GENERALLY DO O U N AND BE RETAINED IN AN EFFECTIVE MANNER. w SEAL END CEMENT / NOT MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH GROUT OR 9. WHEN HEAVY LOADS MUST BE LOCATED NEAR AN EXCAVATION, ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. BANK RUN SAND m d; EQUALLY MANUFACTURES SEAL BE BRACED, SHEET PILED OR SHORED TO SAFELY SUPPORT GENERALLY MEETS THIS REQUIREMENT. ?� � SPACED CLASS IV A: SELECT MATERIAL FROM THE TRENCH CONSISTING OF FINE-GRAINED SOILS (INORGANIC). WHERE THE TRENCH BOTTOM IS INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN UNSTABLE, EXCAVATE TO A DEPTH AS MEANS MUST BE USED TO CLAYS. THIS MATERIAL MUST HAVE A LIQUID LIMIT <50 AND A PLASTICITY INDEX >7 AND >"A" LIME. REQUIRED BY THE ENGINEER AND PREVENT SURFACE WATER .FROM ENTERING AN EXCAVATION SEE SPECIFICATION ASTM D2321-89 FOR DETAILS. REPLACE w/A FOUNDATION OF CLASS 1B ADEQUATE DRAINAGE OF THE AREA ADJACENT TO THE EXCAVATION. MATERIAL, COMPACTED IN 6" (MAX) CLASS IV B: SELECT MATERIAL FROM TRENCH CONSISTING OF FINE-GRAINED SOILS INORGANIC. (INORGANIC). LIFTS TO 85% STANDARD PROCTOR INORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, FAT CLAYS, INORGANIC SILTS, FINE SANDY OR DENSITY OR STEPS MUST BE SILTY SOILS, ELASTIC SILTS. PROVIDED AN LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL OFATHE ABOVEANIC CLASSES. ALS. L ROCKS, LUMPS, ND CLODSATERIAL FROM THE TRENCH WHICH MUST BEES NOT REMOVEDEET THE FROM THISMATERIALTRENCH BEDDING FOR ADS PIPE PRIOR TO PLACEMENT IN THE TRENCH. THIS MATERIAL IS ONLY APPROPRIATE FOR TOPSOIL IN N.T.S. NON-STRUCTUAL AREAS. 1. CLAY , SILTS, LOAMS, OR NON-HOMOGENEOUS SOILS REQUIRE SHORING AND BRACING. 2. THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. APPROXIMATE ANGLE OF' REPOSE 3. THIS MINIMUM DISTANCE MAY BE REDUCED TO 6" IF THE SANITARY LINE IS REPLACED TRENCH SAFETY NOTES: 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 1. O.S.H.A. STANDARD 29 C.F.R. 1926.650 SHALL BE USED FOR THE DESIGN OF ON THE WATER LINE. TRENCH SAFETY REQUIREMENTS. SHOULD THERE BE ANY! CONFLICT BETWEEN THIS N V) —� w 3;: CL a -- FILL -- DIP WATER LINE (CLASS 350) ^ 04 aw �O z Cv w 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 T14F LATERAL PRESSURE OF 18'-0" (MIN) CENTER JOINT OF PIPE WATER. CLOSE SHEETING REFERS TO THE PLACEMENT OF PLANKS SIDE-BY-SIDE VER SANITARY SEWER ALLOWING AS LITTLE SPACE AS POSSIBLE BETWEEN THEM. J w 3. ALL SPACING INDICATED IS MEASURED CENTER TO CE TER. o Q ry O z z Q V) 0 w z • .-� < [O n- O It (nO 1N 0 '` tld OV) -SCO J 0) OM z� N U)�• _� �.Ni �v Q Q G]J✓ Ld SILLS ARE VALES THAT ARE INSTALLED AT THE TOE OF E TRENCH SIDE.) cn o z WITH TIMBER CROSS EXISTING OR PROPOSED a 1 O SEWER LINE (SEE NOTE #1) �Q j :2CL .. IS TO START CL 04 z Q O N O j .. �\ W .. (n U U_ Q .- O U N 1. CLAY , SILTS, LOAMS, OR NON-HOMOGENEOUS SOILS REQUIRE SHORING AND BRACING. 2. THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. APPROXIMATE ANGLE OF' REPOSE 3. THIS MINIMUM DISTANCE MAY BE REDUCED TO 6" IF THE SANITARY LINE IS REPLACED TRENCH SAFETY NOTES: 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 1. O.S.H.A. STANDARD 29 C.F.R. 1926.650 SHALL BE USED FOR THE DESIGN OF ON THE WATER LINE. TRENCH SAFETY REQUIREMENTS. SHOULD THERE BE ANY! CONFLICT BETWEEN THIS N V) —� w 3;: CL a -- FILL -- DIP WATER LINE (CLASS 350) ^ 04 aw �O z Cv w 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 T14F LATERAL PRESSURE OF 18'-0" (MIN) CENTER JOINT OF PIPE WATER. CLOSE SHEETING REFERS TO THE PLACEMENT OF PLANKS SIDE-BY-SIDE VER SANITARY SEWER ALLOWING AS LITTLE SPACE AS POSSIBLE BETWEEN THEM. 3. ALL SPACING INDICATED IS MEASURED CENTER TO CE TER. 4. WALLS ARE TO BE INSTALLED WITH THE GREATER DIMENSION HORIZONTAL. 5. IF THE VERTICAL DISTANCE FROM THE CENTER OF THEi LOWEST CROSS BRACE TO • THE BOTTOM OF 1T -IE TRENCH EXCEEDS TWO AND ONE-HALF FEET, UPRIGHTS SHALL LLJ�� BE FIRMLY EMBEDDED OR A MUD SILL SHALL BE USED. WHERE UPRIGHTS ARE EMBEDDED, THE VERTICAL DISTANCE FROM THE CENTER 07 THE LOWEST CROSS BRACE TO THE BOTTOM OF THE TRENCH SHALL NOT EXCEED 36 INCHES. WHEN MUD SILLS WATER LINE ARE USED, THE VERTICAL DISTANCE SHALL NOT EXCEED2 INCHES. (NOTE: MUD Ld SILLS ARE VALES THAT ARE INSTALLED AT THE TOE OF E TRENCH SIDE.) 6. TRENCH JACKS MAY BE USED IN LIEU OF OR IN CONATION WITH TIMBER CROSS EXISTING OR PROPOSED SANITARY BRACES. SEWER LINE (SEE NOTE #1) j 7. IF SHORING IS THE CHOSEN SUPPORT SYSTEM, THE INISTALLATION IS TO START FROM THE TOP OF THE TRENCH OR EXCAVATION AND WORK DOWNWARD. ENCASEMENT PIPE (IF APPLICABLE), PER B CS SPEC. 110 & / CASING DETAIL 8. SPOIL MUST BE STORED TWO FEET OR MORE FROM THE EDGE OF THE EXCAVATION, W4-03 AND BE RETAINED IN AN EFFECTIVE MANNER. w SEAL END CEMENT / GROUT OR 9. WHEN HEAVY LOADS MUST BE LOCATED NEAR AN EXCAVATION, THE WALLS MUST MANUFACTURES SEAL 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 WATER LINE ALLOWED TO ACCUMULATE IN A TRENCH OR EXCAVATION. 11. AN ADEQUATE MEANS OF EXIT, SUCH AS A LADDER OR STEPS MUST BE TARY SEWER PROVIDED AN LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL TRAVEL. WATER LINE -SANITARY SEWER CROSSING(S) N.T.S. f `5, 7607 EASTMARK DR., STE. 25OF <7784)> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil(d),rmengincer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 MARKT DATE I DESCRIPTION 11 CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.F c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy @ oldhamgoodwin.cc FILENAME: 0413CV1 A I SCALE:AS NOTE[ SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO 202/260 - 0413/042 M mul SHEET 130F 14 Gi • • LLJ�� ,, , 00 Ld w CL 11 CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.F c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy @ oldhamgoodwin.cc FILENAME: 0413CV1 A I SCALE:AS NOTE[ SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO 202/260 - 0413/042 M mul SHEET 130F 14 �l " • `� \ " + INDICATES STREET SIGN: SEE STREET SIGN NOTES. P SE 09, i INDICATES STREETLIGHT: SEE STREETLIGHT CONSTRUCTION NOTES. 4g ` BAKER MEADOW LOOP \ ' C Q ,' (SEE SHEET ST -02) O 100 200 5 SCALE: 1" = 100' i 17 18 SECTION 2 200 ��.o PHASE 3 100 zz / / 14 / / �'9, BAKER MEADOW LOOP o ( SEE SHEET ST 01) / BAKER MEADOW LOOP 2s (SEE SHEET ST -01) / / 31 = 33 / I 2D / 19 - 2t / • r 1 I 22 I I ! i I 1 SE TIONJ 2 PHASE 1 B ; TI A i \ SANITARY SEWER P S E Q { LINE "S1" (SEE I SHEET S -02) MH 01 0 100 200 102 \ f O / SCALE: 1" = 100' o/ / f ' � g / ' SECTION 2 ' 20 , ��F MH 0 PHASE 3 4 0 9 0 / / 1 / ✓� ° o, 0 12 \ 24 SANITARY SEWER LINE "S1" (SEE SHEET S -01) ,7 SE, O N T, �' WATER LINE "W1" P, SE 0 I / (SEE SHEET W -02) l 0 � 3 � C � O 100 200 \ o - J SCALE: 1" = 100' / D , ' S \ \ .O. V. #1 18 SECTION 2 0 WATER LINE "W2" ' 20 PHASE 3 (SEE SHEET W -02) <0 \ ^ 22 11 / 13 y 23 , 4 , 14 ' WATER LINE "W1" 25 16�f (SEE SHEET W -01) �, 27 /- 19 ` I'/ ' SE ION PHASE 30 I 1 1 I 1 SE TION' 2 PHASE 1 B ; \ l Variable Width Variable Width ' a m a s c l u g S 3500 o Specification Drawing for Public Street Name Sign Variable x 9" for street intersecting major or minor arterial Variable x 6" for all other intersections Background— Green Type III or IV Reflective Sheeting Letters — White Type III or IV Reflective Sheeting All roadside sign installations must conform to the federal standards outlined in the Manual on Uniform Traffic Control Devices with respect to height and lateral location. The City Traffic Engineer or his designee shall approve the location of all street names signs. General Notes 1. All names assigned to public- streets within the city limits shall be unique and not be identical or similar to any existing public or private steet name. The street name must be approved by the City of College station and shall not be named after any living person. 2. Street name signs for public streets shall be manufactured with a 0.090 extruded aluminum sign blade, measuring 6 or 9 inches in height as indicated. 3. Background sheeting and legend shall meet ASTM D4956 Specifications for Type III or IV sheeting standards. 4. Lettering for the primary street name shall be 4— inches on a 6 —inch sign and 6— inches on a 9 —inch sign. 5. Lettering for street name, the secondary suffix and block number shall be Clearview Font. 6. Street name signs shall be at least 18— inches in width, but no more than 48— inches. 7. The following abbreviations shall be used for all suffix abbreviations: Alley —ALLEY Lane —LN Avenue —AVE Loop —LOOP' Boulevard —BLVD Parkway —PKWY Circle —CR Pike —PIKE County Road —CR Place —PL Court —CT Plaza —PLZ Cove —CV Road —RD Drive —DR Square —SQ Expressway —EXPWY Street —ST Freeway —FRWY Terrace —TERR Height —HT Tollway —TWY Highway —HWY Trace —TRACE Hill —HILL Trail —TRAIL Junction —JCT Way —WAY 8. Cardinal directions should not be used as the primary street name. If a cardinal direction is used it shall succeed the primary name (e.g. CARLL LANE NORTH). The following abbreviations shall apply. East —E South —S North —N Southeast —SE Northeast —NE Southwest —SW Northwest —NW West —W 9. Street name sign(s) shall be mounted on a 2 3/5" (0:D) brown pole using post cap and sign tee_ 10. Street name sign poles located within the Texas Department of Transportation Right —of —Way shall be intalled using a Texas Universal Triangle slip base system according to TxDOT Standards SMD (SLIP) 1 -02 or most current version. Street name sign poles located within the City ROW shall be installed using the Wedge Anchor System according to TxDOT standards SMD(TWT) -02 or most current version. An approved equal may be substituted for the Wedge Anchor system. SIGN STANDARD CITY OF COLLEGE STATION DEPT. OF PUBLIC WORKS — TRAFFIC ENGINEERING PUBLIC STREET NAME SIGN © City of Coilega Station August 2007 REVISIONS 08/03/02 DATE DESIGNED DRAWN CHECKEDi 09/17/0? R/t 4 08/14/07 TR EJM :I r , 7607 EASTMARK. DR., STE. 25OF <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764 -0704 FAX - (979) 764 -0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268 -3195 FAX: (979) 691 -8904 MARK) DATE 1 DESCRIPTION CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy ®oldhamgoodwin.com FILENAME: 0413CVlA I SCALE: N/A SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 202/260 — 0413/0426 N SHEET 20F 14 Z 0 W (n UJ 0 U) Z _! x Jx ® Ld > > i H 0 U) W V) O U r.L >_ l— W (f) y~ —r C _J O 0 0 O Li dm w N il Z Q L F- Z Ld Z Q' (n 0 Lv Z J 0 Q O d � W 1 V CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy ®oldhamgoodwin.com FILENAME: 0413CVlA I SCALE: N/A SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 202/260 — 0413/0426 N SHEET 20F 14 GENERAL CONSTRUCTION NOTES: STREET SIGN NOTES: PAVING NOTES: GRADING NOTES: ' 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES &SPECIFICATIONS. 1. THE CONTRACTOR SHALL VERIFY LOCATION OF TH E SIGN (SIDE SIDE OF STREET PLACEMENT, ETC.) BY THE CITY OF COLLEGE STATION PRIOR TO INSTALLATION, 1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITHOUT THE AID OF A GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS.. DUE TO THE PLASTIC SOILS WITHIN THIS AREA SOME MINOR DIFFERENTIAL MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE VARIATIONS. 1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 1.007. SLOPE SO THAT NO PONDING OCCURS. _ M1 y rt _ 2. THE CONTRACTOR 1S SPECIE ICALLY 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 UTILITY COMPANY 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. CONTACT INFORMATION: TEXAS ONE CALL: 800 - 245 -4545 2. PLACE ALL ROAD SIGNS LEVEL WITH 11' TALL POST. POSTS SHALL BE 2 -3/8" DIAMETER AND POWDER COATED DARK BROWN /BRONZE. USE A POZLOC SOCKET CENTERED IN FULL DEPTH 1' DIAMETER CONCRETE. LEAVE NO MORE THAN 1" OF THE POZLOC SOCKET EXPOSED. PLACE THE POST NO LESS THAN 1' DOWN INTO THE POZLOC SOCKET. REFER TO TMUTCD FOR FURTHER CLARIFICATION. 3. STREET SIGNS MUST MEET ALL CITY OF COLLEGE STATION REQUIREMENTS AND SPECIFICATIONS. TRAFFIC CONTROL NOTES 2. THE CONTRACTOR SHALL REFER TO THE 2009 B /CS UNIFIED SPECIFICATIONS & STANDARDS FOR ALL PAVING AND DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS ARE MINIMAL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL TESTING REQUIREMENTS OUTLINED IN THE APPLICABLE UNIFIED SPECIFICATIONS THAT EXCEED THESE MINIMAL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE FIVE (5) COPIES OF AN ORGANIZED, BOUND REPORT ALL ALL TESTING INSPECTION, REPORTS, AND EFFORTS AT THE END OF THE PROJECT. 3. ROADWAY EMBANKMENT SHALL BE IN ACCORDANCE WITH ALL B /CS TECHNICAL SPECIFICATIONS INCLUDING, BUT NOT LIMITED TO, SPECIFICATIONS SECTION 31 23 00. THE CONTRACTOR SHALL NOTIFY THE .ENGINEER SHOULD ANY CONFLICTS EXIST BETWEEN THE B /CS SPECIFICATIONS AND THE GENERAL NOTES FOLLOWING IN THIS SECTION OF NOTES. THE STRICTER OF THE TWO SHALL APPLY. 2. UNLESS OTHERWISE SPECIFIED, UNPAVED AREAS SHALL DRAIN AWAY FROM BUILDINGS AT A MINIMUM SLOPE OF 1.00% OR SO THAT THE PERIMETER CURB IS 6" LOWER THAN THE FINISH FLOOR. 1„ 3. FINISH GRADE ADJACENT TO CURBING OR SIDEWALKS SHALL BE 2 BELOW THE 0 CON AN I LANDSCAPING AREAS,. 2" BELOW.. 4. WHEN GRADES FOR TOP OF CURB AND GUTTER FLOWLINE DIFFER, THE SLOPES SHOWN ARE FOR THE GUTTER FLOwLINE. 5. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB HEIGHT IS 6" UNLESS OTHERWISE SPECIFIED. F 7607 EASTMt�ItKDR., STE. 250E <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil(a�,rmenguieer.co� OFFICE - (979) 7(4-0704 FAX - FR 7 REGISTRATION TEXAS FIRM REGISTRATION No. F SURVEYOR LONE STAR ONE CALL: (800) 669 -8344 EXCAVATION SAFETY SYSTEM. (DIGTESS): (800) 344- 8377 TEXAS E COCA: XCAVA ELECTRICAL DIVISION - ( ICTF 60 CoCS: WATER & SEWER DIVISION - (979) 364 -3435 BRYAN TEXAS UTILITIES (BTU): ELECTRICAL' DIVISION - (979) 821 -5865 WELLBORN S.U.D.: STEVEN CAST - (979) 690 -9799 VERIZON: BRENDA VAJDOK - (979) 821 -4770 ATMOS ENERGY: KIMBERLY WINK - (979) 774 -2506 EXXON - MOBILE: MICHAEL HLUZA - ( 281 ) 591 -3720 SEMINOLE PIPELINE: JIM ROLAND - (979) 421 -0460 CITGO GAS: DOUG CLINE - (713) 416 -1289 ENERGY TRANSFER PIPELINE: BENNY LOYD - (979) 820 -5751 1. CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC NTROL DEVICES IN CONFORMANCE WITH PART VI OF THE CO TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS MUTCD, MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION. 2. LANE CLOSURE WILL NOT BE ALLOWED UNLESS APPROVED BY THE COUNTY OR CITY ENGINEER, WHICHEVER IS APPLICABLE. 3. THE WORK SHALL BE COMPLETED SUCH THAT THE ROADWAY WILL BE FULLY OPENED TO TRAFFIC OVERNIGHT. OVERNIGHT LANE CLOSURES WILL NOT BE PERMITTED, UNLESS OTHERWISE APPROVED BY THE APPLICABLE ENGINEER. 4. PLASTIC DRUMS SHALL BE USED FOR OVERNIGHT DELINEATION OF OFF ROADWAY WORK AREAS. A. SUBGRADE: 1. EXISTING TREES, STUMPS, AND LARGE TREE ROOT SYSTEMS, SHALL BE GRUBBED AND REMOVED. VEGETATION SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED FROM THE AREAS COVERED BY THE PROPOSED IMPROVEMENTS. 2. PAVING AREAS SHALL BE PROOF- ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREAS MAY INCLUDE OVER EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH LIME OR CEMENT ADMIXTURE, OR USING GEOTEXTILES. FOLLOWING PROOF- ROLLING, THE SUBGRADE SHALL BE COMPACTED TO BETWEEN 95% AND 100% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D698. MOISTURE CONTENT SHALL BE BETWEEN 0% AND +4% OF THE OPTIMUM MOISTURE CONTENT. ONE IN -PLACE DENSITY TEST SHALL BE PERFORMED FOR EVERY 5,000 SQ.FT. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS & STRUCTURES. 7. SLOPES BETWEEN PROPOSED CONTOURS SHALL BE 6:1 (MAXIMUM) UNLESS OTHERWISE SPECIFIED (DO NOT SCALE). 8. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. 9. THE APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. ANY ADJACENT PROPERTY AND RIGHT -OF -WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268 -3195 FAX: (979) 691 -8904 SUDDENLINK: MIKE LAVENDER - (979) 846 -2229 5. THE STANDARD TxDOT TRAFFIC CONTROL PLAN (TCP1 -1 -98) IS ISSUED FOR REFERENCE ONLY. IF REQUIRED, THE CONTRACTOR SHALL PROVIDE TxDOT WITH A SITE SPECIFIC TRAFFIC CONTROL PLAN FOR APPROVAL AND USE. 3. EXISTING DRAINAGE WAYS THAT ARE TO BE FILLED SHALL HAVE BENCHES EXCAVATED INTO THE SIDE WALLS OF 1. EROSION- CONTROL MEASURES. SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED. IT SHALL BE THE 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. THE CHANNEL SIDESLOPES PRIOR TO PLACEMENT OF FILL. BENCHES SHOULD BE Al LEAST SIX FEET IN WIDTH Min ONE BENCH BEING PLACED VERTICALLY FOR EVERY TWO FEET OF CHANNEL HEIGHT. STREETLIGHTING CONSTRUCTION NOTES: 4. 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 EROSION CONTROL NOTES 4. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6 ", MAY BE USED AS A FILL MATERIAL, UNDER PAVEMENT ARE CUT, BROKEN, OR DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH AREAS ONLY, AS LONG AS THE PI IS BETWEEN 19 AND 35, WITH A LIQUID LIMIT LESS THAN 49, AND THE MATERIAL 1. BEFORE CONSTRUCTION STARTS, CONTRACTOR SHALL MEET WITH THE CITY OF COLLEGE STATION (C.O.C.S.) THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE IS FREE FROM. TRASN,. LUMPS,. CLODS, ORGANIC SUBSTANCE &OTHER. FOREIGN MATTER. ELECTRICAL DIU151ON REPRESENTATIVE TO VERIFY ALL LOCATIONS OF STREET LIGHT, CONDUIT, AND APPURTENANCES, CONTRACTOR'S. OWN. EXPENSE.. 1. EROSION- CONTROL MEASURES. SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED. IT SHALL BE THE PRIOR TO INSTALLATIONS. RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL MEASURES (DIVERSION BERMS, 5. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW PLASTICITY DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND DRAINAGE STRUCTURES SWALES ADDITIONAL FENCING ETC ) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND (PI<7) SHALL BE STABILIZED WITH TYPE 1 PORTLAND CEMENT (APPROXIMATELY 4% BY WEIGHT ). 2. ALL CONDUIT TO BE INSTALLED BY CONTRACTOR TO THE G.O. C. S. SPECIFICATIONS. A THE PROJECT ACCEPTABLE MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE DEVELOPMENTS FROM DP,PAAGE OF ANDY KIND DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION_ AREA ALL SURPLUS AND DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL 6. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND CLAYS 3. ALL CONDUIT INSTALLATIONS TO BE OWNED BY THE C.O.C.S. AND SHALL BE INSPECTED BY THE CITY BEFORE IT 15 AVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION LEAVE 2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, SHALL MAKE A VISUAL OF INTERMEDIATE PLASTICITY (7<PI <20) SHALL BE STABILIZED WITH EQUAL RATIOS OF LIME AND FLY ASH COVERED. THE ENGINEER. INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY BASIS; ESPECIALLY AFTER A (APPROXIMATELY 3 %" EACH BY WEIGHT). RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS 4. ALL UNDERGROUND CONDUIT FOR STREETLIGHT CIRCUIT CONDUCTOR RUNS TO BE GRAY SCHEDULE 40 AS 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, INCLUDING RE- SEEDING AND MULCHING OR RE- SODDING, 7. SUBGRADE MATERIAL, UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI >20) SHALL REQUIRED. CONCERNING EXCAVATION. IF NECESSARY. BE STABILIZED WITH TYPE A HYDRATED LIME (APPROXIMATELY 6% BY WEIGHT). 5. USE LONG SWEEP ELBOWS AT ALL BENDS IN CONDUIT RUNS. 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT LEVEL REACHES 25% 8. STABILIZED THE OPTIMUM MOISTURE CONTENT AND 6. STREETLIGHT CIRCUIT CONDUIT TO BE INSTALLED AT A 30" MINIMUM DEPTH BELOW FINISHED GRADE. RECORDING AS -BUILT CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED CITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR FILL. CAPACITY. WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0 %. TO +3% OF COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN 7. ADDITIONAL 5' EASEMENT SHALL BE PROVIDED ALONG LOT LINES FOR STREETLIGHT CIRCUIT, WHERE REQUIRED. THE SET AS "RECORD DRAWINGS ", AND RETURNING SAME TO THE CITY ENGINEER. 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP). SEDIMENT FENCE, 9. COMPACTION TESTS, FOR FILL, SHALL BE VERIFIED BY IN -PLACE DENSITY TESTS FOR EACH LIFT (1 TEST PER HAY BALE BARRIERS OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING THE SITE. 8. CONTRACTOR TO BACKFILL STREETLIGHT CIRCUIT TRENCH TO A DEPTH OF 1' TO 18" AND THEN INSTALL A 6" WIDE B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT , 5,000 SQ.FT. OF FILL AREA). "CAUTION" TAPE. FINAL BACKFILLING CAN THEN BE PLACED. STORED ON THE JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL MEASURES AS TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS THE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE 10. STABILIZED MATERIAL SHOULD BE ROTARY TILLED 9. CONTRACTOR TO INSTALL STREETLIGHT CONDUCTOR PER C.O.C.S, SPECIFICATIONS. ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY VARIOUS STAGES OF THE CONSTRUCTION. GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 2004) STANDARD SPECIFICATIONS FOR CONSTRUCTION 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO AND MAINTENANCE OF HIGHWAYS, STREETS & BRIDGES, ITEM NO. 260 FOR LIME TREATMENT AND ITEM NO. 265 FOR 10. CONTRACTOR TO STUB UP STREETLIGHT CIRCUIT CONDUIT INTO PAD -MOUNT TRANSFORMER SLAB ON PROSPECTIVE CONSTRUCT PROPOSED IMPROVEMENT(S). 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF I NTENT PRIOR TO COMMENCEMENT OF WORK AND A FLY ASH. LOT LINES TO SERVE STREETLIGHTS, WHERE APPLICABLE. NOTICE OF TERM INA AT THE COMPLETION UT THE PROJECT TO THE TCEO. -- A LAMINATED COPY OF THE TI SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CONSTRUCTION SITE NOTICE N01 AND SWPPP VISIBLE FROM THE PUBLIC RIGHT -OF -WAY, SHALL BE POSTED AT THE 11. THE SUBGRADE SHALL BE STABILIZED TWO FOOT (2') BEYOND THE BACK OF CURB OR EDGE OF PAVEMENT, STREETLIGHT CIRCUIT AND POLES TO BE INSTALLED 3' BEHIND BACK OF CURB UNLESS THERE IS A SIDEWALK IN 10. IT ON APPROVALS FOR ALL WORK SHOWN. INSPECTION - SITE. WHICHEVER IS GREATER, UNLESS OTHERWISE SPECIFIED BY STRICTER REQUIREMENTS. WHICH CASE 1' BEHIND SIDEWALK. W 11. ANY ADJACENT PROPERTY AND RIGHT -OF -WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR 7 PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER CONSTRUCTION OF THEIR 12. COMPACTION TEST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IN -PLACE DENSITY TEST FOR EACH LIFT (1 12, 100W STREETLIGHTS TO HAVE A MINIMUM 30' MOUNTING HEIGHT ABOVE GROUND AND 8' MAST ARMS. COBRA HEAD EXISTING CONDITIONS OR BETTER. ASSOCIATED IMPROVEMENTS. INLET PROTECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES OR SILT FENCING. TEST PER 5 SQ.FT. OF FILL AREA). FIXTURES TO BE CUTOFF TYPE, AMERICAN ELECTRIC CATALOG NUMBER 115- DE112 -DJH OR EQUAL. POLES AND INLETS LOCATED IN PAVEMENT SHALL BE PROTECTED WITH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING, FIXTURES TO BE DARK BRONZE. 1 2. ALL WORK WITHIN THE COUNTY OR CITY RIGHT -OF -WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE ONCE THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL UPSTREAM B PORTLAND CEMENT CONCRETE: STANDARDS AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION. DRAINAGE AREAS ARE FULLY STABILIZED. 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 4 SACK MIX WITH A MINIMUM COMPRESSIVE STRENGTH 13. 20OW STREETLIGHTS TO HAVE A MINIMUM 42.5' MOUNTING HEIGHT ABOVE GROUND AND 15' MAST ARMS. COBRA SHALL BE SEEDED /HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO B. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS BEEN SEEDED OF 3,500 PSI AT 28 DAYS. HEAD FIXTURES TO BE CUTOFF TYPE, AMERICAN ELECTRIC CATALOG NUMBER 115- CE1J2 -DJH OR EQUAL. POLES AND 13. ALL EXPOSED DIRT SURFACES FIXTURES TO BE DARK BRONZE. THE SAME CONDITIONS OR BETTER. AND /OR SODDED, AND GROUND COVER HAS TAKEN ROOT. 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING 9 THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS ARE (10) FEET. STANDARDS: SMD (GEN) -02 & SMD (SLIP -1) -02 THRU SMD (SLIP- 3) -02. STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO SHALL BE SODDED OR SEEDED, 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE JOINT PLANS SHOWN. JOINT SPACING SHALL NOT ALL SIGNAGE WITHIN CONSTRUCTION SHALL BE HYDRO- MULCHED SEEDED. THESE STABILIZED AREAS SOLID GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR IF ACTIVITY EXCEED 15' IN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF PAVEMENT. CONTROL JOINTS SHALL BE CUT BETWEEN 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR FERTILIZED, AND WATERED TO ESTABLISH A 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY BE SUBSTITUTED WITH CONSTRUCTION JOINTS. RIGHT -OF -WAY. CEASES FOR MORE THAN 14 DAYS. NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT 10. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION AND UNTIL AREA 4. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACING OF 60' AND SHOULD NOT BE PLACED THROUGH THE 16, THE CONTRACTOR SHALL MIDDLE OF AREA INLET OR JUNCTION BOXES LOCATED IN THE PAVEMENT. ALL AREA INLETS OR JUNCTION! BOXES, SHALL BE CLEANED DAILY. SHOWS GROWTH. LOCATED IN PAVEMENT AREAS, SHALL BE INSTALLED WITH ISOLATION JOINTS BETWEEN THE STRUCTURE AND THE ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR 11. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. PAVEMENT. 17. STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. 5. ALL JOINTS SHALL BE SEALED WITH SONOBORN SONOLASTIC SL1, OR APPROVED EQUIVALENT. 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH THE DEVELOPER. DEMOLITION NOTES 6. AS FAR AS PRACTICAL, THE CONTRACTOR SHALL ALIGN ALL SIDEWALK JOINTS WITH CURB AND PAVEMENT JOINTS. 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT -OF -WAY IN ACCORDANCE WITH THE 7. CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 50 °F AND FALLING OR 95'F OR HIGHER. STANDARDS OF THE APPLICABLE REGULATORY AGENCY. 1. DEMOLITION OF EXISTING STRUCTURES AND IMPROVEMENTS SHALL INCLUDE ALL WORK CONTAINED ON THESE CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 40 °F AND RISING OR LESS THAN 957. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. PLANS, BUT SHALL NOT BE LIMITED TO THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR ONLY CONSIST OF ABOVE 20. CLEARED SHALL BE COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT C. STEEL: GROUND ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS, FOUNDATION 1 ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING A MINIMUM YIELD STRENGTH OF NOT SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ADDITIONAL ITEMS THAT LESS THAN 60 KSI CONFORMING TO ASTM A615, GRADE 60. REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL. DIMENSIONAL CONTROL NOTES 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. ON 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STAGE AND SEQUENCE ALL DEMOLITI WORK WITH AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE THE ENGINEER & UTILITY COMPANIES TO PROVIDE MINIMAL INTERRUPTION AND INCONVENIENCE OF UTILITY SERVICES 3 ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30 "xBAR DIAMETER OR 12 ", 1. THE CONTRACTOR MAY OBTAIN GENERATED, BY RME CONSULTING ENGINEERS (RME), FOR THIS PROJECT IS AND SUCH SEQUENCE AND STAGING OF WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF WHICHEVER IS GREATER. ELECTRONIC FILE AND INFORMATION CONSIDERED BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION WORK. 4. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE A.C.I. CODE, LATEST EDITION. THE TO WHICH IT IS ADDRESSED. THIS MATERIAL IS INTENDED FOR FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE 3. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF -SITE. STEEL SHALL HAVE A MINIMUM 1 -1/2" CLEARANCE WITH THE SOIL. IS NOT GRANTED TO THE RECIPIENT RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, 4. ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & MATCHING WITH NEW CONSTRUCTION, SHALL BE ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO FOR THEIR USE NEATLY SAW CUT, UNLESS GRAVEL. FLEXIBLE PAVEMENT SHALL BE SAW CUT A MINIMUM OF 24" BEYOND ANY D. CRUSHED LIMESTONE BASE: 1 CRUSHED LIMESTONE SHALL CONFORM TO STANDARDS SPECIFIED IN TxDOT ITEM 247, TYPE A, GRADE 1 UNDERSTANDS AND AGREES THAT RME, UPON RELEASE OF SUCH DATA, IS NO LONGER. RESPONSIBLE OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY PROPOSED STRUCTURES. OR MODIFICATION. THE USER AND RECIPIENT 2. COMPACTION SHALL BE AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557, METHOD C FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. 5. THE CONTRACTOR SHALL CLEAR ALL RIGHT -OF -WAYS AND EASEMENTS CONTAINED IN THESE CONSTRUCTION AT A MOISTURE CONTENT BETWEEN -2% AND +2% OF OPTIMUM. 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS CONSTRUCTION OF IMPROVEMENTS. DRAWINGS. 3. THICKNESS AND COMPACTION TEST, FOR CRUSHED LIMESTONE BASE MATERIAL, SHALL BE VERIFIED BY IN -PLACE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO 6. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION. DENSITY TEST FOR EACH LIFT (1 TEST PER 5,000 SQ.FT. OF AREA) WITH A MINIMUM OF THREE (3) TEST BEING 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS 7. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS PERFORMED PER LIFT. APPLICABLE. DIRECTED BY THE OWNER /DEVELOPER. 4. THE BASE SHALL BE BLADED SMOOTH, TO THE SATISFACTION OF THE ENGINEER, BEFORE PRIMING. 4. THE BOUNDARY SURVEY WAS PROVIDED BY BOTH KERR SURVEYING, CO. AND VANNOY & ASSOCIATES, INC. THE BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS AND PAY ANY FEES REQUIRED TOPOGRAPHICAL DATA WAS PROVIDED BY VANNOY & ASSOCIATES, INC. 8. IT SHALL FOR DEMOLITION AND DISPOSAL FROM THE APPROPRIATE AUTHORITIES_ E. HOT -MIX ASPHALTIC CONCRETE: 5. T.B.M. #1: 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD DEVICES, AS SHOWN ON THE SWPPP, 1. HMAC SHALL CONFORM TO STANDARDS SPECIFIED IN TxDOT ITEM 340, TYPE D. 9. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL AND ENRAIRIE TRAIL. GREENS P D RE 9NAD PRIOR TO COMMENCING DEMOLITION WORK. 2. BASE PREPARATION: APPLY ASPHALT ONLY WHEN TEMPERATURE IS ABOVE 55° F AND IS RISING. TEMPERATURE (E 83) SHALL BE TAKEN IN THE SHADE AND AWAY FROM ARTIFICIAL HEAT. NO :ASPHALT SHALL BE PLACED WHEN GENERAL OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE TO REMAIN IN PLACE. WEATHER CONDITIONS, IN THE OPINION OF THE ENGINEER, ARE NOT SUITABLE. CLEAN BASE SURFACE OF DIRT, DUST, T.B.M. �2_ 60d NAIL LOCATED IN NORTH SIDE OR OTHER DELETERIOUS MATTER BY SWEEPING WITH ROTARY BROOM OR OTHER ACCEPTABLE MEANS. IF NECESSARY, WEST OF 2 -24" RCP ROAD CULVERTS. 11 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO ANY EXISTING ROAD SPRINKLE LIGHTLY WITH WATER JUST PRIOR TO APPLICATION OF ASPHALT. (ELEV.= 342.19' -NAD 83) SURFACE.. 3. HOT -MIX ASPHALTIC CONCRETE SHALL CONFORM TO STANDARDS SPECIFIED IN TxDOT ITEM 340, TYPE D & 12. ALL EXISTING ITEMS THAT ARE TO REMAIN IN PLACE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE ASPHALT CEMENT SHOULD BE GRADE AC -20. RESTORED TO ORIGINAL CONDITION, OR BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR. GAS COMPANY NOTES: 4. COMPACTION SHALL BE TESTED IN ACCORDANCE WITH TxDOT TEST METHOD TEX -227 -F FOR DENSITY AN 13. SHOULD ANY EXITING UTILITIES NOT SHOWN OR SHOWN INCORRECTLY ON THIS PLAN BE FOUND ON SITE, THE TEX -208 -F FOR STABILITY. THE HMAC SHALL HAVE A LABORATORY DENSITY BETWEEN 94% AND 98 %. AND A CONTRACTOR SHALL GIVE THE APPROPRIATE UTILITY COMPANY CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO DISCUSS ANY POSSIBLE CONFLICTS BEFORE PROCEEDING STABILITY RANGE BETWEEN 35 - 56 AND 42 - 56 FOR THE BASE /BINDER COURSE AND SURFACE COURSE 1. AT ALL UNDERGROUND GAS UTILITY CROSSINGS THE A MINIMUM OF 72 HOURS NOTICE SO THAT THEIR FIELD REPRESENTATIVE MAY BE PRESENT. WITH ANY WORK IN THAT AREA RESPECTIVELY. TWENTY -FOUR (24) INCH CLEARANCE SHALL BE MAINTAIN BETWEEN THE PROPOSED UTILITY AND THE EXISTING 5. THICKNESS AND COMPACTION TEST, FOR THE HOT -MIX ASPHALT MATERIAL, SHALL BE VERIFIED BY CORING AND 2. THIS CLEARANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE, OR IN -PLACE DENSITY TEST FOR EACH LIFT (1 TEST PER 5,000 SQ.FT. OF AREA) WITH A MINIMUM OF THREE (3) TEST UNDERGROUND GAS LINE SLEEVING, WHICHEVER IS MORE CONSERVATIVE. BEING PERFORMED PER LIFT. 3. FOR EXCAVATION NEAR THE UNDERGROUND GAS LINE, THE CONTRACTOR SHALL COVER, OR REMOVE, THE BUCKET TEETH OF THE EXCAVATOR. THE FINAL TWENTY -FOUR (24) INCHES SURROUNDING THE GAS LINE SHALL BE EXCAVATED BY HAND DIGGING. MARK1 DATE I DESCRIPTION I i i'A • • H U Z Q W x W W ~ O 0!� C Z - O U t- U) J O �j m W z 0 Q O Z Q Of !J W O Z J J Q O av GENERAL UTILITY NOTES (PRIVATE & PUBLICL 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE MADE A -MINIMUM OF SIX INCHES BELOW THE REQUIRED GRADE AND PROVIDE A SAND BED FOR THE PIPING. BACKFILL OVER PIPING SHALL BE MADE WITH EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED BY HAND OR MECHANICAL MEANS TO THE DENSITY OF THE ADJACENT UNDISTURBED EARTH OR TO 95% STANDARD PROCTOR DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TRENCHING AND EXCAVATION SHALL BE DONE IN STRICT ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLE SAFETY CODES AND STANDARDS. 2, MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE UTILITY LINES EXTEND UNDER PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. 3. UTILITY INSTALLATIONS IN NON- STRUCTURAL AREAS SHALL BE BEDDED AND INITIAL BACKFILL CONSISTENT WITH NON - STRUCTURAL REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC -) THE UTILITIES SHALL BE BEDDED AND INITIAL BACKFILLED WITH CEMENT STABILIZED SAND. FINAL BACKFILL IN THESE AREAS SHALL BE COMPACTED BY MECHANICAL TAMPING TO STRUCTURAL COMPACTION REQUIREMENTS. 4. REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN -OUT COVERS, OR GRATES, THESE ITEMS SHALL BE PLACED FLUSH WITH THE PROPOSED PAVEMENT ELEVATION AND SLOPE. MANHOLES AND CLEAN -OUTS NOT IN PAVEMENT AREAS SHALL BE SET 3" ABOVE THE FINISHED GRADE. 5. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING" TO DETERMINE IF CONFLICTS EXIST BEFORE COMMENCING ANY CONSTRUCTION. NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICT. 6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL ELEMENTS (I.E. STORM DRAIN, SANITARY SEWER, ETC...) DO NOT CONFLICT WITH NON -GRADE CRITICAL ELEMENTS (I.E. ELECTRICAL CONDUIT, WATER SERVICES, ETC...). 7. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR FOR EXCAVATION, BORING, INSTALLATION, BACKFILLING OF UTILITY LINES AND RELATED APPURTENANCES AS SHOWN ON THE PLANS.. PRIVATE UTILITY NOTES: 1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY LINES IN ACCORDANCE WITH LOCAL CODES, LATEST NATIONAL PLUMBING CODE AND ALL APPLICABLE STATE AND LOCAL LAWS.. OTHER PRIVATE OR PUBLIC UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY COMPANY'S SPECIFICATIONS. SHOULD THESE DRAWINGS AND SPECIFICATIONS DIFFER WITH OTHER UTILITY COMPANY'S SPECIFICATIONS, THE STRICTER OF THE TWO SHALL APPLY. TCEQ RULES & REGULATIONS (4217.53 (d). - SEPARATION DISTANCES): (D) SEPARATION DISTANCES BETWEEN PUBLIC WATER SUPPLY PIPES AND WASTEWATER COLLECTION SYSTEM PIPES OR MANHOLES. (1) COLLECTION SYSTEM PIPES MUST BE INSTALLED IN TRENCHES SEPARATE FROM PUBLIC WATER SUPPLY TRENCHES. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND (2) COLLECTION SYSTEM PIPES MUST BE NO CLOSER THAN NINE FEET IN ANY DIRECTION TO A PUBLIC WATER INSPECTION APPROVALS FOR ALL WORK SHOWN. SUPPLY LINE. 3. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICES LINES, CONDUIT, METERS, ETC... WITH THE (3) IF A NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE FOLLOWING GUIDELINES WILL APPLY. TEXAS APPROPRIATE UTILITY COMPANY. COMMISSION ON ENVIRONMENTAL QUALITY PAGE 3 CHAPTER 217 - DESIGN CRITERIA FOR DOMESTIC WASTEWATER SYSTEMS STORM SEWER NOTES (PUBLIC & PRIVATE) 1. ALL PRIVATE 12" - 48" STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF HDPE (DR 21) PIPE CONFORMING TO ASTM F -714 AND HAVING A MINIMUM PIPE STIFFNESS OF 46. 2. ALL PUBLIC STORM SEWER PIPE, EXCEPT AS NOTED, IS TO BE CONSTRUCTED OUT OF REINFORCED CONCRETE PIPE (RCP), ASTM C76, CLASS III WITH RUBBER GASKETED PROFILE CONFORMING TO ASTM C443. 3. CONTRACTOR SHALL PROVIDE A MINIMUM OF 12" (TWELVE INCHES) CLEARANCE AT STORM SEWER AND WATER LINE CROSSINGS, AND A MINIMUM OF 6" (SIX INCHES) AT STORM SEWER AND SANITARY SEWER CROSSINGS. 4. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL INSTALL ALL HDPE IN ACCORDANCE WITH THE TRENCH DETAIL CONTAINED IN THESE CONSTRUCTION DRAWINGS. ALL RCP SHALL BE INSTALLED IN ACCORDANCE WITH B /CS STANDARD DETAIL D3 -02. 8. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE WATER LINE NOTES (PUBLIC & PRIVATE): MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR MATERIALS AND EQUIPMENT. 1. ALL DOMESTIC WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF PVC (SCH 40). PUBLIC OR FIRE WATER LINE PIPE SHALL BE CONSTRUCTED OUT OF C909 (CLASS 200) MATERIAL. 9 CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIOIJS TO PUBLIC SYSTEMS AND INSTALLATIONS WITH REGULATORY INSPECTOR. 10_ THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR TO DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL. 11, ALL BORES SHOWN, UNLESS OTHERWISE NOTED, SHALL BE "DRY ". 12. STRUCTURAL BACKFILL WILL BE REQUIRED FOR ALL EXCAVATION WITHIN FIVE (5) FEET OF PUBLIC ROADWAY PAVEMENTS OR WALKS. 13. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR ON -SITE UTILITIES AND IRRIGATION SYSTEMS. 14. CONTRACTOR SHALL MARK ALL SERVICE LEADS WITH A METAL "T" POST, PAINTED BLUE FOR WATER AND GREEN FOR SEWER, BURIED A MINIMUM OF 3' INTO THE GROUND. 15.. THE CONTRACTOR SHALL COORDINATE AND PROVIDE ADEQUATE SUPERVISION FOR ALL UTILITY INSTALLATIONS TO AND NEAR THE WELLBORN S.U.D. WATER LINES IN A SATISFACTORY MANOR TO PROTECT ADJACENT UTILITIES, CONTROL CABLES, AND APPURTENANCES. 16. WELLBORN S.U.D. WILL REQUIRE THAT THE CONTRACTOR SET ALL METER BOXES AT FINISH GRADE ELEVATIONS. I PUBLIC UTILITY NOTES: 2. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR TO DETERMINE THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL. 3. WATER SERVICES SHALL BE SLEEVED UNDER THE PAVEMENT, AND 2' BEYOND THE BACK OF CURB WITH 4" PVC (SCH 40). 4. WATER SERVICES WALL BE LEFT BETWEEN TWO (2') AND THREE (3') FEET DEEP AT THE POINT OF TERMINUS. ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL VALVE. Wil l-2 1 :31mo l w*M2 - , 1. WHEN MAKING A CONNECTION TO AN EXISTING SANITARY SEWER MANHOLE, CONTRACTOR SHALL PLUG DOWNSTREAM END OF PROPOSED SANITARY SEWER. THE SEWER SHALL REMAIN PLUGGED UNTIL FINAL ACCEPTANCE BY THE CITY. 2. UNLESS MANHOLES CAN BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, THEY MUST BE INSTALLED SO AS TO PROVIDE A MINIMUM OF NINE FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED WATERLINE. IF THE NINE FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE WATERLINE MUST BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE WATERLINE. THE SPACE AROUND THE CARRIER PIPE SHALL B.E SUPPORTED AT 5 FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEAL. A. GENERAL: 3. NO CAST -IN -PLACE MANHOLES SHALL BE USED. 1. THE 2009 B /CS UNIFIED TECHNICAL SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION SHALL GOVERN ON THIS PROJECT FOR ALL PUBLIC UTILITY IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 4. ALL SANITARY SEWER PIPE 6" TO 15" SHALL BE SDR 26 PVC SEWER PIPE MEETING ASTM SPECIFICATION D -3034 MINIMUM PIPE STIFFNESS OF 115 PERFORM ALL TESTS CONTAINED THEREIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR HAVING r, , UNLESS OTHERWISE NOTED. DISCREPANCIES OCCUR WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS. 5. ANY AND ALL D.I.P. TO BE USED WILL HAVE BOTH EXTERNAL AND INTERNAL PROTECTION. EXTERNAL 2. THE CITY OF COLLEGE STATION WILL REQUIRE THE TESTING OF COMPACTION FOR ALL BACKFILL IN TRENCHES FOR POLYETHYLENE TUBING OR DOUBLE WRAP WILL BE 8 MILS THICK PER LAYER AND TIED TO PIPE AT 3' MAXIMUM PUBLIC WATER, SEWER. AND DRAINAGE LINES. IF THE COMPACTION TEST SHOW THAT THE SPECIFICATIONS ARE NOT INTERVAL (IF LAID), OR BANDED TO PIPE AT 1' MAXIMUM INTERVALS (w /SCREW - TIGHTENED STEEL BANDS) (IF MET, THE CONTRACTOR WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL JACKED). INTERNAL POLYETHYLENE (OR POLYURETHANE) LINER (OR COATINGS) WILL BE 40 MILS THICK. IT MEETS OR EXCEEDS THE SPECIFICATIONS. 6. CONTRACTOR SHALL INSTALL DRIP PAN ON EACH SANITARY SEWER MANHOLE LOCATED IN PAVEMENT. 3. CUT SHEETS FOR ALL NECESSARY UTILITIES SHALL BE PROVIDED, BY THE CONTRACTOR, AS THEY BECOME AVAILABLE PRIOR TO CONSTRUCTION OF THE WORK COVERED BY THE CUT SHEETS, AND SUBMITTED TO THE CITY'S 7. NO SANITARY SEWER SERVICE WILL BE LEFT MORE THAN 3.5 FEET DEEP AT THE POINT OF ITS TERMINUS. ENGINEERING INSPECTOR. 4. TRENCH BACKFILL (UNLESS OTHERWISE NOTED): (A) UNDER PROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS), INITIAL BEDDING & BACKFILL SHALL BE CEMENT STABILIZED SAND BEDDING AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6 ". FINAL BACKFILL SHALL CONSIST OF CLASS III MATERIAL IN LIEU OF CLASS IV B SOILS AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A DENSITY OF NOT LESS THAN 98% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D -698 AT A MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TESTS SHOULD BE .PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. (B) IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING & BACKFILL SHALL BE BANK RIVER SAND. FINAL BACKFILL MAY BE FINELY DIVIDED EXCAVATION MATERIAL AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A DENSITY OF NOT LESS THAN 90% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D -698 AT A MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TEST SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED OTHERWISE BY THE INSPECTOR. 5. CONTRACTOR SHALL INSTALL 14 GAUGE SOLID COPPER TRACING WIRE DIRECTLY ABOVE ALL PVC PUBLIC UTILITY LINES, TAPED EVERY 10', AND METAL DETECTOR TAPE SHALL BE PLACED ABOVE THE LINE NO DEEPER THAN 24 ", PER B /CS STANDARD CONSTRUCTION DETAIL W1 -03. B: WATER: 1. ALL WATER LINE FITTINGS AND SPECIALS SHALL BE MECHANICAL JOINT, DUCTILE IRON, CLASS 350, WITH STAINLESS STEEL NUTS AND BOLTS, UNLESS OTHERWISE SPECIFIED. 2. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR MAY DEFLECT WATER LINES A MAXIMUM OF 1 DEGREE PER JOINT. THIS DEFLECTION SHALL OCCUR ALONG THE BARREL OF THE PIPE AND NOT AT THE JOINT. C. SANITARY SEWER: 1. MANHOLES SHALL BE VACUUM TESTED AND SEWER' LINES SHALL BE AIR TESTED AND TV CAMERA INSPECTED ACCORDING TO B /CS UNIFIED SPECIFICATION SECTION 33 01 30 PRIOR TO ACCEPTANCE. (A) IF A COLLECTION SYSTEM PARALLELS A PUBLIC WATER SUPPLY PIPE THE FOLLOWING REQUIREMENTS APPLY. (1) A COLLECTION SYSTEM PIPE MUST BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC MEETING ASTM SPECIFICATIONS WITH AT LEAST A 150 POUNDS PER SQUARE INCH (PSI) PRESSURE RATING FOR BOTH THE PIPE AND JOINTS. (II) A VERTICAL SEPARATION MUST BE AT LEAST TWO FEET BETWEEN THE OUTSIDE DIAMETERS OF THE PIPES. (4) PUBLIC WATER SUPPLY PIPE AND COLLECTION SYSTEM MANHOLE SEPARATION. (A) UNLESS COLLECTION SYSTEM MANHOLES AND THE CONNECTING COLLECTION SYSTEM PIPE ARE WATERTIGHT, AS SUPPORTED BY LEAKAGE TESTS SHOWING NO LEAKAGE, THEY MUST BE INSTALLED A MINIMUM OF NINE FEET OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED PUBLIC WATER SUPPLY PIPE. .. (B) IF A NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE REQUIREMENTS IN PARAGRAPH (3) OF THIS SUBSECTION APPLY. TCEQ RULES & REGULATIONS (4290.44 WATER DISTRIBUT) ON}: (E) LOCATION OF WATERLINES. THE FOLLOWING RULES APPLY TO BNSTALLATIONS OF WATERLINES, WASTEWATER MAINS p OR LATERALS, AND OTHER CONVEYANCES IDENTIFIED AS POTENTIAL SOURCES OF CONTAMINATION. FURTHERMORE, ALL RATINGS SPECIFIED SHALL BE DEFINED BY ASTM OR AWWA STANDARDS UNLESS STATED OTHERWISE. NEW MAINS, SERVICE LINES, OR LATERALS ARE THOSE THAT ARE INSTALLED WHERE NO MAIN, SERVICE LINE, OR LATERAL PREVIOUSLY EXISTED, OR WHERE EXISTING MAINS, SERVICE LINES, OR LATERALS ARE REPLACED WITH PIPES OF 3 DIFFERENT SIZE OR MATERIAL. 7607 EASTMARKDR., STE. 250F <77840> POST OFFICE BOX 9253 (1) WHEN NEW POTABLE WATER DISTRIBUTION LINES ARE CONSTRUCTED, THEY SHALL BE INSTALLED NO CLOSER COLLEGE STATION, TEXAS 77842 THAN NINE FEET IN ALL DIRECTIONS TO WASTEWATER COLLECTION FACILITIES. ALL SEPARATION DISTANCES SHALL BE EMAIL: civil(armengineencom MEASURED FROM THE OUTSIDE SURFACE OF EACH OF THE RESPECTIVE PIECES. OFFICE - (979) 764 -0704 (2) POTABLE WATER DISTRIBUTION LINES AND WASTEWATER MAINS OR LATERALS THAT FORM PARALLEL UTILITY LINES FAX - (979) 764 -0704 SHALL BE INSTALLED IN SEPARATE TRENCHES. TEXAS FIRM REGISTRATION No F -4695 (3) NO PHYSICAL CONNECTION SHALL BE MADE BETWEEN A DRINKING WATER SUPPLY AND A SEWER LINE. ANY SURVEYOR APPURTENANCE SHALL BE DESIGNED AND CONSTRUCTED SO AS TO PREVENT ANY POSSIBILITY OF SEWAGE ENTERING KERR SURVEYING, LLC THE DRINKING WATER SYSTEM. 505 CHURCH STREET COLLEGE STATION, TX 77841 (4) WHERE THE NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE FOLLOWING CRITERIA SHALL APPLY. OFF: (979) 268 -3195 (A) NEW WATERLINE INSTALLATION - PARALLEL LINES. FAX: (979) 691 -8904 (1) WHERE A NEW POTABLE WATERLINE PARALLELS AN EXISTING, NON- PRESSURE OR PRESSURE RATED WASTEWATER MAIN OR LATERAL AND THE LICENSED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF TEXAS IS ABLE TO DETERMINE THAT THE EXISTING WASTEWATER MAIN OR LATERAL IS NOT LEAKING, THE NEW POTABLE WATERLINE SHALL BE LOCATED AT LEAST TWO FEET ABOVE THE EXISTING WASTEWATER MAIN OR LATERAL, MEASURED VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZONTALLY, FROM THE EXISTING WASTEWATER MAIN OR LATERAL. EVERY EFFORT SHALL BE EXERTED NOT TO DISTURB THE BEDDING AND BACKFILL OF THE EXISTING WASTEWATER MAIN OR LATERAL. (II) WHERE A NEW POTABLE WATERLINE PARALLELS AN EXISTING PRESSURE RATED WASTEWATER MAIN OR LATERAL AND IT CANNOT BE DETERMINED BY THE LICENSED PROFESSIONAL ENGINEER IF THE EXISTING LINE IS LEAKING, THE EXISTING WASTEWATER MAIN OR LATERAL SHALL BE REPLACED WITH AT LEAST 150 PSI PRESSURE RATED PIPE. THE NEW POTABLE WATERLINE SHALL BE LOCATED AT LEAST TWO FEET ABOVE THE NEW WASTEWATER LINE, MEASURED VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZONTALLY, FROM THE REPLACED WASTEWATER MAIN OR LATERAL. (111) WHERE A NEW POTABLE WATERLINE PARALLELS A. NEW WASTEWATER MAIN, THE WASTEWATER MAIN OR LATERAL SHALL BE CONSTRUCTED OF AT LEAST 150 PSI PRESSURE RATED PIPE. THE NEW POTABLE WATERLINE SHALL BE LOCATED AT LEAST TWO FEET ABOVE THE WASTEWATER MAIN OR LATERAL, MEASURED VERTICALLY, AND AT LEAST FOUR FEET AWAY, MEASURED HORIZONTALLY, FROM THE WASTEWATER MAIN OR LATERAL. (B) IF A COLLECTION SYSTEM PIPE CROSSES A PUBLIC WATER SUPPLY PIPE, THE FOLLOWING REQUIREMENTS APPLY: (1) IF A COLLECTION SYSTEM IS CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC WITH A MINIMUM PRESSURE RATING OF 150 PSI, THE FOLLOWING REQUIREMENTS APPLY (1) A MINIMUM SEPARATION DISTANCE IS SIX INCHES BETWEEN OUTSIDE DIAMETERS OF THE PIPES. (11) A COLLECTION SYSTEM PIPE MUST BE BELOW A PUBLIC WATER SUPPLY PIPE. (111) COLLECTION SYSTEM PIPE JOINTS MUST BE LOCATED AS FAR AS POSSIBLE FROM AN INTERSECTION WITH A PUBLIC WATER SUPPLY LINE. (11) IF A COLLECTION SYSTEM PIPE CROSSES UNDER A PUBLIC WATER SUPPLY PIPE AND THE COLLECTION SYSTEM PIPE IS CONSTRUCTED OF ACRYLONITRILE BUTADIENE STYRENE (ABS) TRUSS PIPE, SIMILAR SEMI -RIGID PLASTIC COMPOSITE PIPE, CLAY PIPE, OR CONCRETE PIPE WITH GASKETED JOINTS, THE FOLLOWING REQUIREMENTS APPLY: (1) A MINIMUM SEPARATION DISTANCE IS TWO FEET. (II) IF A COLLECTION SYSTEM PIPE IS WITHIN NINE FEET OF A PUBLIC WATER SUPPLY PIPE, THE INITIAL BACKFILL AROUND THE COLLECTION SYSTEM PIPE MUST BE ( -A -) SAND STABILIZED WITH TWO OR MORE 80 POUND BAGS OF CEMENT PER CUBIC YARD OF SAND FOR ANY SECTION OF COLLECTION SYSTEM PIPE WITHIN NINE FEET OF A PUBLIC WATER SUPPLY PIPE. ( -B -) INSTALLED FROM ONE QUARTER OF THE DIAMETER OF THE COLLECTION SYSTEM PIPE BELOW THE CENTERLINE OF THE COLLECTION SYSTEM PIPE TO ONE PIPE DIAMETER (BUT NOT LESS THAN 12 INCHES) ABOVE THE TOP OF THE COLLECTION SYSTEM PIPE. (III) IF A COLLECTION SYSTEM CROSSES OVER A PUBLIC WATER SUPPLY PIPE, ONE OF THE FOLLOWING PROCEDURES MUST BE FOLLOWED: (1) EACH PORTION OF A COLLECTION SYSTEM PIPE WITHIN NINE FEET OF A PUBLIC WATER SUPPLY PIPE MUST BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC PIPE WITH AT LEAST A 150 PSI PRESSURE RATING USING APPROPRIATE ADAPTERS. (II) A COLLECTION SYSTEM PIPE MUST BE ENCASED IN A JOINT OF AT LEAST 150 PSI PRESSURE CLASS PIPE THAT IS: ( -A -) CENTERED ON THE CROSSING; ( -B -) SEALED AT BOTH ENDS WITH CEMENT GROUT OR MANUFACTURED SEAL; ( -C -) AT LEAST 18 FEET LONG; (-D-) AT LEAST TWO NOMINAL SIZES LARGER THAN THE WASTEWATER COLLECTION PIPE; AND ( -E -) SUPPORTED BY SPACERS BETWEEN THE COLLECTION SYSTEM PIPE AND THE ENCASING PIPE AT A MAXIMUM OF FIVE -FOOT INTERVALS. (B) NEW WATERLINE INSTALLATION - CROSSING LINES. (1) WHERE A NEW POTABLE WATERLINE CROSSES AN EXISTING, NON- PRESSURE RATED WASTEWATER MAIN OR LATERAL, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER MAIN OR LATERAL SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTERLINE OF THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE AT LEAST TWO FEET ABOVE THE WASTEWATER MAIN OR LATERAL WHENEVER POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF THE WASTEWATER MAIN OR LATERAL. IF THE EXISTING WASTEWATER MAIN OR LATERAL IS DISTURBED OR SHOWS SIGNS OF LEAKING, IT SHALL BE REPLACED FOR AT LEAST NINE FEET IN BOTH DIRECTIONS (18 FEET TOTAL) WITH AT LEAST 150 PSI. PRESSURE RATED PIPE. (II) WHERE A NEW POTABLE WATERLINE CROSSES AN EXISTING, PRESSURE RATED WASTEWATER MAIN OR LATERAL, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER MAIN OR LATERAL SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTERLINE OF THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE AT LEAST SIX INCHES ABOVE THE WASTEWATER MAIN OR LATERAL. WHENEVER POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF THE WASTEWATER MAIN OR LATERAL. IF THE EXISTING WASTEWATER MAIN OR LATERAL SHOWS SIGNS OF LEAKING, IT SHALL BE REPLACED FOR AT LEAST NINE FEET IN BOTH DIRECTIONS (18 FEET TOTAL) WITH AT LEAST 150 PSI PRESSURE RATED PIPE. (III) WHERE A NEW POTABLE WATERLINE CROSSES A NEW, NON- PRESSURE RATED WASTEWATER MAIN OR LATERAL AND THE STANDARD PIPE SEGMENT LENGTH OF THE WASTEWATER MAIN OR LATERAL IS AT .LEAST 18 FEET, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER MAIN OR LATERAL SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTERLINE OF THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE AT LEAST TWO FEET ABOVE THE WASTEWATER MAIN OR LATERAL, WHENEVER POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF THE WASTEWATER MAIN OR LATERAL. THE WASTEWATER PIPE SHALL HAVE A MINIMUM PIPE STIFFNESS OF 115 PSI AT 5.0% DEFLECTION. THE WASTEWATER MAIN OR LATERAL SHALL BE EMBEDDED IN CEMENT STABILIZED SAND (SEE CLAUSE (VI) OF THIS SUBPARAGRAPH) FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON EACH END. (IV) WHERE A NEW POTABLE WATERLINE CROSSES A NEW, NON- PRESSURE RATED WASTEWATER MAIN OR LATERAL AND A STANDARD LENGTH OF THE WASTEWATER PIPE IS LESS THAN 18 FEET IN LENGTH, THE POTABLE WATER PIPE SEGMENT SHALL BE CENTERED OVER THE WASTEWATER LINE. THE MATERIALS AND METHOD OF INSTALLATION SHALL CONFORM WITH ONE OF THE FOLLOWING OPTIONS. (1) WITHIN NINE FEET HORIZONTALLY -OF EITHER. SIDE OF THE WATERLINE, THE WASTEWATER. PIPE AND JOINTS SHALL BE CONSTRUCTED WITH PIPE MATERIAL HAVING A MINIMUM PRESSURE RATING OF AT LEAST 150 PSI. AN ABSOLUTE MINIMUM VERTICAL SEPARATION DISTANCE OF TWO FEET SHALL BE PROVIDED. THE WASTEWATER MAIN OR LATERAL SHALL BE LOCATED BELOW THE WATERLINE. (11) ALL SECTIONS OF WASTEWATER MAIN OR LATERAL WITHIN NINE FEET HORIZONTALLY OF THE WATERLINE SHALL BE ENCASED IN AN 18 -FOOT (OR LONGER) SECTION OF PIPE. FLEXIBLE ENCASING PIPE SHALL HAVE A MINIMUM PIPE STIFFNESS OF 115 PSI AT 5.0% DEFLECTION. THE ENCASING PIPE SHALL BE CENTERED ON THE WATERLINE AND SHALL BE AT LEAST TWO NOMINAL PIPE DIAMETERS LARGER THAN THE WASTEWATER MAIN OR LATERAL. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE -FOOT (OR LESS) INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED SAND. EACH END OF THE CASING SHALL BE SEALED WITH WATERTIGHT NON- SHRINK CEMENT GROUT OR A MANUFACTURED WATERTIGHT SEAL. AN ABSOLUTE MINIMUM SEPARATION DISTANCE OF SIX INCHES BETWEEN THE ENCASEMENT PIPE AND THE WATERLINE SHALL BE PROVIDED. THE WASTEWATER LINE SHALL BE LOCATED BELOW THE WATERLINE. (111) WHEN A. NEW WATERLINE CROSSES UNDER A WASTEWATER MAIN OR LATERAL, THE WATERLINE SHALL BE ENCASED AS DESCRIBED FOR WASTEWATER MAINS OR LATERALS IN SUBCLAUSE (11) OF THIS CLAUSE OR CONSTRUCTED OF DUCTILE IRON OR STEEL PIPE WITH MECHANICAL OR WELDED JOINTS AS APPROPRIATE. AN ABSOLUTE MINIMUM SEPARATION DISTANCE OF ONE FOOT BETWEEN THE WATERLINE AND THE WASTEWATER MAIN OR LATERAL SHALL BE PROVIDED. BOTH THE WATERLINE AND WASTEWATER MAIN OR LATERAL MUST PASS A PRESSURE AND LEAKAGE TEST AS SPECIFIED IN AWWA C600 STANDARDS. (V) WHERE A NEW POTABLE WATERLINE CROSSES A NEW, PRESSURE RATED WASTEWATER MAIN OR LATERAL, ONE SEGMENT OF THE WATERLINE PIPE SHALL BE CENTERED OVER THE WASTEWATER LINE SUCH THAT THE JOINTS OF THE WATERLINE PIPE ARE EQUIDISTANT AND AT LEAST NINE FEET HORIZONTALLY FROM THE CENTER LINE OF THE WASTEWATER MAIN OR LATERAL. THE POTABLE WATERLINE SHALL BE AT LEAST SIX INCHES ABOVE THE WASTEWATER MAIN. OR. LATERAL.. WHENEVER. POSSIBLE, THE CROSSING SHALL BE CENTERED BETWEEN THE JOINTS OF THE WASTEWATER MAIN OR LATERAL. THE WASTEWATER PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF AT LEAST 150 PSI. THE WASTEWATER MAIN OR LATERAL SHALL BE EMBEDDED IN CEMENT STABILIZED SAND (SEE CLAUSE (VI) OF THIS SUBPARAGRAPH) FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE JOINT ON EACH END. (VI) WHERE CEMENT STABILIZED SAND BEDDING IS REQUIRED, THE CEMENT STABILIZED SAND SHALL HAVE A MINIMUM OF 10% CEMENT PER CUBIC YARD OF CEMENT STABILIZED SAND MIXTURE, BASED ON LOOSE DRY WEIGHT VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE WASTEWATER MAIN OR LATERAL. THE USE OF BROWN COLORING IN CEMENT STABILIZED SAND FOR WASTEWATER MAIN OR LATERAL BEDDING IS RECOMMENDED FOR THE IDENTIFICATION OF PRESSURE RATED WASTEWATER MAINS DURING FUTURE CONSTRUCTION. (5) WATERLINE AND WASTEWATER MAIN OR LATERAL MANHOLE OR CLEANOUT SEPARATION. THE SEPARATION DISTANCE FROM A POTABLE WA TEP.LINE TO A WASTEWATER MAIN OR LATERAL MANHOLE OR CLEANOUT SHALL BE A MINIMUM OF NINE FEET. WHERE THE NINE -FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE POTABLE WATERLINE SHALL BE ENCASED IN A JOINT OF AT LEAST 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE -FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEALANT. MARKI DATE I DESCRIPTION 4 l °. ! -n r i • 0 Z Q Z X W W :2 �_ W O W Z a_ Z -O U >- U) JO I- N Z) < d m W Z C7 Q O _Z aC Q� W C9 O Z J � J Q O 0_ (6) LOCATION OF FIRE HYDRANTS. FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN NINE FEET VERTICALLY OR HORIZONTALLY OF ANY WASTEWATER MAIN, WASTEWATER LATERAL, OR WASTEWATER SERVICE LINE REGARDLESS OF CONSTRUCTION. CLIENT INFORMATION (7) LOCATION OF POTABLE OR RAW WATER SUPPLY OR SUCTION LINES. SUCTION MAINS TO PUMPING EQUIPMENT CR OLD ME GOO P AR T NERS, P. SHALL NOT CROSS WASTEWATER MAINS, WASTEWATER LATERALS, OR WASTEWATER SERVICE LINES. RAW WATER SUPPLY C o LINES SHALL NOT BE INSTALLED WITHIN FIVE FEET OF ANY TILE OR CONCRETE WASTEWATER MAIN, WASTEWATER 2800 SOUTH TEXAS AVENUE LATERAL, OR WASTEWATER SERVICE LINE. SUITE 401 BRYAN, TX 77802 (8) PROXIMITY OF SEPTIC TANK DRAINFIELDS. WATERLINES SHALL NOT BE INSTALLED CLOSER THAN TEN FEET TO EMAIL Jeremy0oldhamgoodwin SEPTIC TANK DRAINFIELDS. FILENAME: 0413CVlA I SCALE: N/A SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 202/260 - 0413/4426 NNO SHEET 40F 14 (111) A HORIZONTAL SEPARATION MUST BE AT LEAST FOUR FEET BETWEEN OUTSIDE DIAMETERS OF THE (IV) A COLLECTION SYSTEM PIPE MUST BE BELOW A PUBLIC WATER SUPPLY PIPE. Ll s EROSION CONTROL LEGEND BARB-WIRE FENCE FILTER FABRIC FF .FENCE (REINFORCED FFF MAY BE REQD IN THESE AREAS) RFB REINFORCED FILTER FABRIC FENCE SC STABILIZED CONSTRUCTION ENTRANCE FI INLET PROTECTION BARRIER (PH 2) SEWER LINE ROCK FILTER DAM (TY 1), SEE TxDOT POWER POLE STANDARD EC(2)-93 LIGHT POLE —3 GUY WIRE ANCHOR SIDESLOPE EROSION CONTROL WATER VALVE 9 WATER METER F BLOCK SOD AREA (TIF 419 BERMUDA) PLAN NOTES: 1. REFER TO SHEET GN-02 8c GN-03 FOR EROSION CONTROL & CONSTRUCTION NOTES. 2. REFER TO TxDOT STANDARD DETAIL SHEET EC(2)-93 FOR ROCK FILTER DAM CONSTRUCTION. SYMBOL & LINE LEGEND —X— BARB-WIRE FENCE — Fm — FORCE MAIN —so-- STORM SEWER —OHE— OVERHEAD ELEC. LINE —w— WATER LINE —ss— SEWER LINE 0 POWER POLE 0 LIGHT POLE —3 GUY WIRE ANCHOR 04 WATER VALVE 9 WATER METER F STORM SEWER CURB INLET 00 ELECTRICAL TRANSFORMER ED GAS METER O MANHOLE CLEANOUT c& FIRE HYDRANT 0 TELEPHONE PEDESTAL BUILDING SETBACK LINE PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT P.A.E. PUBLIC ACCESS ESMT. PR.D.E. PRV. DRAINAGE ESMT. PR.A.E. PRV. ACCESS ESMT. B.S.L. BUILDING SETBACK LINE C) LOT NUMBER BLOCK NUMBER COMMON AREA HAY BALE BARRIER C*CklC =7 MCTAII AREA INLET �L \ GEOTEXTILE 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. SET HAY BALE FENCE n" - rn 40" AWAY C — CURB INLET AREA INLET INLET SILTATION CONTROL N.T.S. METAL "T" POST "n 00, mama (ATTACHED TO POST) FILTER FABRIC (ATTACHED TO WIRE FENCE) DETAIL $$ A s " rNal ► i N AV F: 0 � 3' LONG METAL "T" 24" HIGH SILT FENCE, AS 0 10' SPACING MANUFACTURED BY SILT O.C. (MAX) STOP OR EQUIVALENT EXISTING GROUND COMPACTED FILL 2-#3 BARS, STEEL PICKETS HAY BALE OR 2"x2" STAKES DRIVEN 18" (MIN) INTO EXISTING GROUND GEOTEXTILE BAGS FILLED NTH SAND OR GRAVEL EXISTING GROUND COMPACTED FILL TO ANCHOR PLASTIC LINER z (DOWNSTREAM) FLOW (UPSTREAM) PLASTIC EXISTING LINER GRADE 04 SECTION WIRE OR NYLON BINDING ANGLE FIRST STAKE TOWARD ADJACENT BALE 2-#3 BARS, STEEL PICKETS OR 27x2" STAKES DRIVEN 18" (MIN) INTO EXISTING GROUND--. BOTTOM OF BALE TO BE 4" (MIN) BELOW EXISTING GRADE /WIRE & SILT FENCE SEE DETAIL "A" BURIED 6" BELOW GRADE (DOWNSTREAM) A (UPSTREAM) NOTE: SIDE VIEW INSTALL ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH B/CS SWPPDAR DETAIL SILT FENCIN N.T.S. \-FIRMLY ABUT BALn 1U_MTNT9rZ_E STORMWATER INFILTRATION \-FILL VOIDS, BETWEEN BALES w/SURPLUS STRAW ANCHORING DETAIL HAY BALE FENCE N.T.S. 0 PLAN VIEW CONCRETE WASHOUT- z z o V) w rt _3 M F— w L < x 0 V) V) O F- F— Ld V) Old z 0 z 0 LIJ 73 0 0 0 0-j < Z c) Z < LiJ Z — w 0 0 < V) w 0 F-0 w LL! c) LLj ui LLj Ix V) 0 z CL BENCHMARK DATA: T.B.M. #!L 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'-NAD 83) T.B.M. 2 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24" RCP ROAD CULVERTS. (ELEV.=342.19'-NAD 83) INSTALL (IF NECESSARY) 12"0 DIP DRAIN PIPE @ LOW POINT TO PROVIDE ADEQUATE CROSS-DRAINAGE NOTE: DRESS WITH SUFFICIENT STONE AND WIDTH & LENGTH OF ENTRANCE TO PREVENT ACCESS STREET CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ACCESS STREET. 3" TO 5"0 STONE (ASTM D448) GEOTEXTILE FABRIC EXISTING SUBGRADE CROSS — SECTION CONSTRUCTION ENTRANCE N.T.S. NN S / ION 2 1 E c 1-7- v / 1-7- az, FPk ASE / .4 A a r r 7607 EASTMARK DR., STE. 25OF <77840> / / ' ` - + i ' - - - POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: ciNil@rmengineer.com \. , / . / �' r �� _ 0 60 120 OFFICE - (979) 764-0704 Immmmi 6" FAX - (979) 764-0704 FUTURE TEXAS FIRM REGISTRATION No. F-4695 Z SCALE: 1" 60' 5' DEEP x WIDTH OF ROAD x N, SURVEYOR ROCK R IP -RAP (SEE /F TtON KERR SURVEYING, LLC ,' ' �, /' / / ' t t PH ASE i�,O CONSTRUCTION ENTRANCE 505 CHURCH STREET �. , / DETAIL FOR ROCK RIP-RAP COLLEGE STATION, TX 77841 & FA \� � f � � ==// � J J / 1 t � _ _ _ _� 1 �, �" � BRIC REQUIREMENTS OFF: (979) 268-3195 7 - A FAX: (979) 691-8904 '} t \ 33 i / �� \\ / J , ' I % t I t CONCRETE WASHOUT LOCATED WHERE REQUIRED I t j t 32 BY CONTRACTOR & L APPR BY OWNER / \ \\\ / (D -i% � ' `` ,' / , � 29 l , / I i -___ - i I~- ;� ----- __!______ I 1 FF (D _,E ' 5 ��� ��` i / �� / El- @ -4 (D Q _1V ,, ' \ \ � 26 I t I I I I I I ,-- (D. (D a o - � MARK DATE DESCRIPTION % N I Iov I ,(`SEC 2 BAKER MEADOW LOOP' `PHASE \1 B 22 I r t 0 a � (D / A f -j 1. IV (D / (@ I/ I ug 1 (3 1 1 (2) / , 1 (9 (D (, 1 0 ! _&j ' 0 G J 0 0 r x, Ig N /1 KM C 'EA IVISIPN CREd (D G) ' SE19N SU THR Z PHASE T i I i i i ; - , , l�, � _ _ svim LOT 12 LOT 11 (CALLED 4.92 AC.) (CALLED 4.62 AC.) LOT 10 (CALLED 4.72 AC.) sr CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 LEAST 72 HOURS PRIOR TO DIGGING) 1 THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. AAAAAAil" 1 8' MIN. EXISTING J SUBGRADE ELEVATION VIEW I• ` ROCK RUMBLE, WASTE MATERIAL OR COMPACTED WASTE 40 SUBGRADE 8'x8' BOTTOM PIT AREA (MIN) #A o- EXPAND AS NEEDED 0 GEOTEXTILE BAGS FIL WITH SAND OR GRP TO ANCHOR PLASTIC LI E TOP 12' (MIN) M 0 1 I 1 1111 ON ell"I'll rNal ► i N AV F: 0 � 3' LONG METAL "T" 24" HIGH SILT FENCE, AS 0 10' SPACING MANUFACTURED BY SILT O.C. (MAX) STOP OR EQUIVALENT EXISTING GROUND COMPACTED FILL 2-#3 BARS, STEEL PICKETS HAY BALE OR 2"x2" STAKES DRIVEN 18" (MIN) INTO EXISTING GROUND GEOTEXTILE BAGS FILLED NTH SAND OR GRAVEL EXISTING GROUND COMPACTED FILL TO ANCHOR PLASTIC LINER z (DOWNSTREAM) FLOW (UPSTREAM) PLASTIC EXISTING LINER GRADE 04 SECTION WIRE OR NYLON BINDING ANGLE FIRST STAKE TOWARD ADJACENT BALE 2-#3 BARS, STEEL PICKETS OR 27x2" STAKES DRIVEN 18" (MIN) INTO EXISTING GROUND--. BOTTOM OF BALE TO BE 4" (MIN) BELOW EXISTING GRADE /WIRE & SILT FENCE SEE DETAIL "A" BURIED 6" BELOW GRADE (DOWNSTREAM) A (UPSTREAM) NOTE: SIDE VIEW INSTALL ALL EROSION CONTROL MEASURES IN ACCORDANCE WITH B/CS SWPPDAR DETAIL SILT FENCIN N.T.S. \-FIRMLY ABUT BALn 1U_MTNT9rZ_E STORMWATER INFILTRATION \-FILL VOIDS, BETWEEN BALES w/SURPLUS STRAW ANCHORING DETAIL HAY BALE FENCE N.T.S. 0 PLAN VIEW CONCRETE WASHOUT- z z o V) w rt _3 M F— w L < x 0 V) V) O F- F— Ld V) Old z 0 z 0 LIJ 73 0 0 0 0-j < Z c) Z < LiJ Z — w 0 0 < V) w 0 F-0 w LL! c) LLj ui LLj Ix V) 0 z CL BENCHMARK DATA: T.B.M. #!L 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'-NAD 83) T.B.M. 2 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24" RCP ROAD CULVERTS. (ELEV.=342.19'-NAD 83) INSTALL (IF NECESSARY) 12"0 DIP DRAIN PIPE @ LOW POINT TO PROVIDE ADEQUATE CROSS-DRAINAGE NOTE: DRESS WITH SUFFICIENT STONE AND WIDTH & LENGTH OF ENTRANCE TO PREVENT ACCESS STREET CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ACCESS STREET. 3" TO 5"0 STONE (ASTM D448) GEOTEXTILE FABRIC EXISTING SUBGRADE CROSS — SECTION CONSTRUCTION ENTRANCE N.T.S. NN S / ION 2 1 E c 1-7- v / 1-7- az, FPk ASE / .4 A a r r 7607 EASTMARK DR., STE. 25OF <77840> / / ' ` - + i ' - - - POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: ciNil@rmengineer.com \. , / . / �' r �� _ 0 60 120 OFFICE - (979) 764-0704 Immmmi 6" FAX - (979) 764-0704 FUTURE TEXAS FIRM REGISTRATION No. F-4695 Z SCALE: 1" 60' 5' DEEP x WIDTH OF ROAD x N, SURVEYOR ROCK R IP -RAP (SEE /F TtON KERR SURVEYING, LLC ,' ' �, /' / / ' t t PH ASE i�,O CONSTRUCTION ENTRANCE 505 CHURCH STREET �. , / DETAIL FOR ROCK RIP-RAP COLLEGE STATION, TX 77841 & FA \� � f � � ==// � J J / 1 t � _ _ _ _� 1 �, �" � BRIC REQUIREMENTS OFF: (979) 268-3195 7 - A FAX: (979) 691-8904 '} t \ 33 i / �� \\ / J , ' I % t I t CONCRETE WASHOUT LOCATED WHERE REQUIRED I t j t 32 BY CONTRACTOR & L APPR BY OWNER / \ \\\ / (D -i% � ' `` ,' / , � 29 l , / I i -___ - i I~- ;� ----- __!______ I 1 FF (D _,E ' 5 ��� ��` i / �� / El- @ -4 (D Q _1V ,, ' \ \ � 26 I t I I I I I I ,-- (D. (D a o - � MARK DATE DESCRIPTION % N I Iov I ,(`SEC 2 BAKER MEADOW LOOP' `PHASE \1 B 22 I r t 0 a � (D / A f -j 1. IV (D / (@ I/ I ug 1 (3 1 1 (2) / , 1 (9 (D (, 1 0 ! _&j ' 0 G J 0 0 r x, Ig N /1 KM C 'EA IVISIPN CREd (D G) ' SE19N SU THR Z PHASE T i I i i i ; - , , l�, � _ _ svim LOT 12 LOT 11 (CALLED 4.92 AC.) (CALLED 4.62 AC.) LOT 10 (CALLED 4.72 AC.) sr CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 LEAST 72 HOURS PRIOR TO DIGGING) 1 THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. AAAAAAil" 1 8' MIN. EXISTING J SUBGRADE ELEVATION VIEW I• ` ROCK RUMBLE, WASTE MATERIAL OR COMPACTED WASTE 40 SUBGRADE 8'x8' BOTTOM PIT AREA (MIN) #A o- EXPAND AS NEEDED 0 GEOTEXTILE BAGS FIL WITH SAND OR GRP TO ANCHOR PLASTIC LI E TOP 12' (MIN) 's CT " j , SE 10 N ; % 7- - I I . °s I ( 1 1 t 1 '11� x I I 1 1 • Pf�ASE.4 v I ,/ A J \� ! / , r r I / ;' \ / l - - f' 0 60 120 \. / -� / "'A F RE U lu 401 SCALE: 1" = 60' �\ ``\ �,, , ` / !! i ' '' _ TIM 9-- 5' DEEP x WIDTH OF ROAD ROCK RIP—RAP r"% I I A #^ r u/1 . r.....T .... �.... I- \\ -- LOT 10 (CALLED 4.72 AC.) LOT 12 LOT 11 (CALLED 4.92 ,AC.) (CALLED 4.62 AC.) s r rCOV I CALL BEFORE YOU DIG 30 0 /CPAD=319.00' PAu=,iij bf) r ��r �/ �'�' \ / \.�l 322 323 f /,ter \ I y 7�r_ � I Q Q PAD=324.00 PAD=320.25'/ n27 fF l PAD=:320.25' PAD=320.75' 'Ol'i G 1 PAD=321 .25' PAD=321.50' \-EXISNNG 30"0 RCP PAD- 321.75' PAD22 25' I PAD_=322.i5' I PAD=322.50' I PAD=323.25'--_ PAD=323.50' PAD=324.00' � ��6 5 STORM SEWER PROPOSED 270 PROPOSED 24 ! ( �+ 1 I o Q ' -J I I L _J L L _J L ij PAD=325.g�_- STORM SEWER STORM SEWER 00 SEE SHEET ST-01 SEE SHEET ST-011 \(SECT) 78 2 I PAD=317.50' H MEADOW LP. ASE \1 B i = \ / � // PAD=318.06 PAD926 �� ! I ' ! t i� ,! 322 --�' ' 32 32� ,% \\ 325 A ! =32 \N AD=132/1, 1 01' 1 ­1 '0A � I PAD=322.50' PAD=323 00' )` ' \ � � � o � � IL - 9 50' PAD=323.75' PAD=324.00 PAD--324.75' PAD--325.00' \ ! t O t- /PAD=318 PAD 0.75/ �'1 �j PAD 00' PAD=320.00, I 1p PAD=321.50'/ PAD-322.00'/' D=323. I 16 PAD=320.50' PAD=325.5V PAD=325.75' G L(S14) 11 110 18 (D I - I 1 0 1 G (' 6 x AD= 7 .___J (D 0 326.6 i \ �~ / / / / ,� . ' -.J ' I I� �1 J �J �! PAD=326.25 I I t I ;�� �� t 1 CRE OUE1 Isi N I I SE09N Z PHY THR MATCH FLUSH TO EXISTING PAVEMENT GRADE & SLOPE I 1 % / ­* I I I i 1 1 , % rl I vvv 1 VVIVJII\ I 79 MAINTAIN 607 &ASnlARK DR., STE. 25OF <77840> OST OFFICE BOX 9253 'OLLEGE STATION, TEXAS 77942 MAIL: civil@imengineer.com WFICE - (979) 764-0704 - AX - (979) 764-0704 'ERAS FIRM REGISTRATION No. F4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET DETAIL FOR ROCK RIP—RAP DETAIL K R R; JAP COLLEGE STATION, TX 77841 % I ` ' l ' 1 " t �� TS TS & FABRIC REQUIR&ENTS j/ I ! % ' " 1 1 1 1 ;� 1 `' OFF: (979) 268-3195 FAX: (979) 691-8904 33 j ' r � �. " I 1 1 1 = REGRADE EXISTING GR OUND DRAI AS REQUIRED TO 317.50' =317.50' RUNOFF FROM ST REET PAD /T O P 31 AD=318.25 J I z r' r ( l / "� �+ - �' COMPLIANT SLOPES THR U PAD 7 =31EL75' SIDEWALK PROJECT ARE r f %` \\ I A TEXAS OAT, CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) 1 THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO I sTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. AAAAAAA/ I BENCHMARK DATA: T.B.M. #!.- 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'-NAD 83) T.B.M. 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24" RCP ROAD CULVERTS. (ELEV.=342.19'-NAD 83) GRADING LEGEND <= DRAINAGE DIRECTIONAL ARROW TOP OF PAVEMENT IT/C=100.00 TOP OF CURB OR CONCRETE TOP OF WALL T/G= 100.00 TOP OF GROUND OR CRATE IPLAN NOTES: 1. REFER TO SHEET GN-02 & GN-03' FOR GRADING, DRAINAGE & CONSTRUCTION NOTES. I 2. REFER TO DETAIL SHEET MD-01 & MD-02 FOR MISCELLANEOUS GRADING AND' DRAINAGE DETAILS. 3. THE BUILDER OF EACH RESIDENTIAL LOT SHALL CONSTRUCT LOT SITE GRADING IN CONFORMANCE NTH THIS PLAN AND INSURE LOTS WITH CROSS-DRAINAGE ARE NOT IMPEDED. — X — BARB—WIRE FENCE -FM- FORCE MAIN — so -- STORM SEWER —OHE— OVERHEAD ELEC. LINE — WATER. LINE. — ss — SEWER LINE 0 POWER POLE 0 LIGHT POLE UJI GUY WIRE ANCHOR D4 WATER VALVE 0 WATER METER 1 0 1 STORM SEWER CURB INLET 01 ELECTRICAL TRANSFORMER G) GAS METER 0 MANHOLE 0 CLEANOUT 41 FIRE HYDRANT Z TELEPHONE PEDESTAL BUILDING SETBACK LINE < PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT P.A.E. PUBLIC ACCESS ESMT. PR.D.E. PRV. DRAINAGE ESMT. PR.A.E. PRV. ACCESS ESMT. B.S.L. BUILDING SETBACK LINE 0 LOT NUMBER < 1) BLOCK NUMBER IMARKi DATE I DESCRIPTION I Ti r l7ta 14 CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy@oldhamgoodwin.com Z Q • V) Lij UJI In z M Ld D V) V) Li < • F- 0 LTLI old 43 0� • n LLJ uj 7 0) • b w 0 z z • < UJI Z 0 Of Isroo F— c) cr) Ljj ui UJI 0 ui V) Z 14 CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy@oldhamgoodwin.com STA. G+00.0 RAKER MEADOW LOOP., BEGIN STREET CONSTRUCTION — TIE \. T/C=31 STA. 0+00.00 (15.50' RT.): BAKER MEADOW LOOP TIE TO EXISTING JUNICTION BOX "JB2" T/C=317.79- TYPICAL STREET CONCRETE APRON SEE 141-07 L.F. OF 27 "0 RCP (CL-3) STORM (D SEWER / / / �` - �, 1 STA 0 64.20: BAKER / ' ' MEZ LOOP 49 -STA. +00.00: BAKER STA. 1+38.57 (22.00 RT.): / 1 ` T _ �� �� , BAKER MEADOW LOOP MEA OW LOOP EXTENSION JUNCTION BOX "JB3" - SEE \ r/ 7 B/CS DETAIL D1 -02 IF 75 f\ STA. 2+23.96: BAKER C � �j J 15' ".U�E. MEADOW LOOP 10' P.U.E.- 4t . ..... STA. 2+48.99: BAKER T/P=317.20' MEADOW LOOP EXTENSION T/C=318 OOW HP�S' " PROPOSED WATER " iv 7 "Y' TYPICAL 1 STREET LIGHT (30' LINE Wl / Az SEE SHEET W-01 BRONZE FINISH) o ff. l ,, �, / STA. 2+94.56 (17.25' LT.): BAKER CIL CURVE DATA #1: MEADOW LOOP PC STA. 0+00.00 4L4 PT STA. 5+42.50 CURB INLET "A5" 2 .79' T/C=317.79' M-9 (10' OPENING)-SEE DETAIL D1 -00 R=1,040.00' 00 T/P=317.79' L=542.50' D= 29'53'15" tA, T2-01 CHD=N 33*52' B/Cs DETAIL S _-O(Y', W- 536 .37' X M R10 00. S 58 g � W M,,9 1-,L tlAKE 0-- IV 37-31 '36" w I t C /I r"P\/f7 DATA -99e -)3 cp L PC STA. 0+16.78' T/C=319.34' Z:! PT STA. 1+08.46 W R= 91 = T/C=318.910 L D=105* 04 01" r- 35 2E CHD=N 15*0'24 E-79.37 ADS 0 1 / SIfWE i J ' / 1 — 7 r 1 52 Rl') L c- OF 07"f'A 4+00 w __ I — @ 4' WIDE CONCRETE SIDEWALK-4' OFF BOC 61) (SEE DETAIL SW1-02) TYPICAL 10OW HPS STREET LIGHT (30' BRONZE FINISH) J t L_ F. H. 5+00 ............................ (N-12) S R 6+00 N 48 W - 0 0 r - - ___ — T_ ss.9 SEE SHEET ST -01 FOR RCP (CL-3) STORM PROPOSED - - - - - - - 1 PROFILE OF BAKER SEWER STA. 2+88.32 (17.25' RT.): L-SANITARY SEWER "Si" 1 27' WIDE HMAC'STREET MEADOW LOOP EXTENSION 15 P.U.E. BAKER MEADOW LOOP SEE SHEET S-01 w/24" LAYDOWN GUTTER i !' I "'CURB INLET "A4" (SEE DETAILS 15' P.U.E. CIL CURVE DATA Q: (10' OPENING)-SEE DETAIL D1 -00 I / I � �- ST1-00 & ST4-04) PC STA. 1+70.73 11n:.�� 1, <:,� 1� PT STA_ 9+43 -78 I VIF-VV SCALE. 1 "=30' HORZ: 1"=30 VERT. 1 "=3' 0 • (0 04 < U) w w LLB r (n Z w : W 3 0 0 (0 U) U) • I- CALL BEFORE YOU DIG ui uj UJI r TEXAS ONE CALL SYSTEM Z (n 1-800-245-4545 Ld ui U) (AT LEAST 72 HOURS PRIOR TO DIGGING) ll"ARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. 0 (0 V) c• F- Lu < 0 V) LLJ < cis 0 • < _r V) of F uj 0 0 U- 331 27 I (f) 0 < Z + z < STA. 2+9 (17._,��J__:_ BAKER < 0 0 < 331 Ljj L LLJ - 0 z V) V) Z > RikKFR MFADO � I OOP MEADOW LOOP Q_ 0 1- E) W_ 0 F= _CU RB-1 NLE -T----�A- - CLJRB INLET 77 (-1 0 -SEE—DE-T-Al-L- -D-1--O - -(I _PFNING, -SEE-D-ET-All Dl-00 uj—r-= Ne-1 0 U-1 y w I I > - 0 w —T-/-C--= 51-9-.&4` -RI A 328 Z I-% < m < m < 328 (5 CL c> b "o x Q_IA; 0- -6-�� I- Lj if 0 - _0 — -1 Z < 0 9 -- ul - I- to ic) - 00 _ z 0 + 0 p7LZj_ + 0__=_ 0 - - rn + z d-uJ-- 0 - + 3:+ - 3:: - - 07' _u j Q I- X z 47: 'N < c' _35 < L.F. OF BACKFILL STRUXTURAL 0 325 - UJ- _x WCEMENT 325 (n m i a- in 13 1- m � U) 2 U) m w U) M --.D m Of cnm-wmw STABLIZED SAND BEDDING EXISTING-GROUND— PROPOSED T/C QE GRADE C ST1-00 (RIGHT & LEFT 24 "' = 3-1 5 4 _322 EXISTINC GROUND @ C /L O _STREET 319 319 'Now" 35.28 L.F. OF 24"0 ADS (N-12) STORK PROPOSED T/C GRADE 'SEWER ST1 -00 (RIGHT & LEFT) ........... 316 u 70 o 313 1 41.07 -- LF. OF 27"0 1,52.52 OF 27 "9s (CL-3) STORM ,RCP (CL-3) STORM /L �L RCP SEWER 116.59 L.F OF 4 310 — 87.00 - 0 — N-muc , YURAL OF STRUCTURAL L.F. OF STRUCTURAL 90.00 L.F. BACKFILL BA KFILL BACKFILL 0- LO C14 307 CD ^0 0 if) '0 tD— 1 0 00 307 + 0 -4 T 06- 0 LO 0 —0 0 0 0) < 0) cq N 10 N CN N+ N n 04 04 04 n (0 n V C,4 CIS! II 11 11 11 11 304 _ -i U _j > I- IJ_ Li- I- E 1 LL U- U- 0+00 1+00 2+00 3+00 400 5+00 6+00 HORZ: 1"=30 VERT. 1 "=3' 0 • (0 04 < U) w w LLB r (n Z w : W 3 0 0 (0 U) U) • I- CALL BEFORE YOU DIG ui uj UJI r TEXAS ONE CALL SYSTEM Z (n 1-800-245-4545 Ld ui U) (AT LEAST 72 HOURS PRIOR TO DIGGING) ll"ARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. 0 (0 MA D ATA: T.B.M. #jL 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'—NAD 83) T•B•M• #2L. 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24!' RCP ROAD CULVERTS. (ELEV.=342-19'—NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN-01 THRU GN-03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET MD-01 & MD-02 FOR MISCELLANEOUS PAVING & DRAINAGE DETAILS AND B/ CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING & DRAINAGE CONSTRUCTION!. 3, THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. I I 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil(a_,)imengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 Z • 0 0 0_(0 0 (0 V) c• F- Lu < 0 V) LLJ < cis 0 • < _r V) of F uj 0 0 U- 0 0 w I (f) 0 < Z + z < Lj c 0 < 0 0 < M Ljj L LLJ - 0 V) V) Z > < Q_ - -322 i W Z w w J_ w w ----- t - - - - -- —i- -- PROPOSED WATER -- -� - I 1 LINE "W2" I I SEE SHEET W -02 10' P.U.E. I I I 2700' AMBULATORY RAMP I I ' B B TYPE 1 & 2 - BOTH SIDES 3.50'1 13.5( l (SEE DETAIL SHEET MD -01) 4' WIDE CONCRETE I , -- SIDEWALK -4 OFF BOC. _ ��� TYPICAL 100W HPS I o (SEE DETAIL SW1 -02) I 1 i STREET LIGHT (30' ° { _ / I I BRONZE FINISH) I J , M1 M. „9 M M.,9 M. _MS9 �M„ 9 M „9 M.,9 1 v 0 c — 0 o- 0 / 4 S W 7 +00 N 48 °48'38” W 8 +00 i BAKER MEADOW LOOP , T /C= 324.76' SS..9 - 27' WIDE HMAC STREET I w/24" LAYDOWN GUTTERI 1 1 (SEE DETAILS J� ST1 -00 & ST4 -04) 1 0 0 ,r t STA. 9 +69.87: BAKER II I MEADOW LOOP END STREET CONSTRUCTION w /ROCK RIP -RAP (5' BEYOND II I PAVEMENT EDGE) & 3 I f REFLECTIVE WARNING SIGNS I �\ �6t 0 30 60 -- � SCALE: i" = 30' j V4 M.H.i- — _77- T/C= 324.20' PROPOSED WATER / LINE "W1" R25 2 SEE SHEET W -02 3 i T /C= 324.34' - T /C= 324.48' - - - - - - OUBDIo N v SEC TI0N' 2, , HASE THRE� y1 °' 7607 EASTMAI?,K DR., STE. 250F <77840> POST OFFICE BOX 9253 �OLLEGE STATION, TEXAS 77842 EMAIL: civil @rinengineer.com DFFICE - (979) 764 -0704 FAX - (979) 764 -0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268 -3195 FAX: (979) 691 -8904 AI { - a MARK DATE DESCRIPTION T /C= 324.62' _ _ _ _ _ `` 11 CIL CURVE DATA #4: l PC STA. 8 +14.74 - �- PT STA. 8 +93.47 R= 50.00' - - -- �� L =78.73 D= 90'13'05" 1 I II CHD =S 86'04'49" W- 70.84' {{ \ I II ( I II `i 1 1 .f ,f t I ; I 11 I i / 1 V. SCALE: 1"=30' F ' Z w w J � w w 0 a-- HORZ: 1"=30' VERT: 1"=3' CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1 -800- 245 -4545 (,AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DANIAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. BENCHMARK DATA: T.B.M. 1L: 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.= 296.31' -NAD 83) . T. M• 22: 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2 -24" RCP ROAD CULVERTS. (ELEV. = 342.19' -NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU CN -03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET MD -01 & MD -02 FOR MISCELLANEOUS PAVING & DRAINAGE DETAILS AND B STANDARD DETAILS SHEETS FOR. STREET, SIDEWALK, PAVING & DRAINAGE CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. STA. 6+60 t L 0+00 • END •- e i e > uj m e Ld i . CO i C` 0 00 LLI �- e ur Ld i CL 331 Z-- - _ 331 � w � u w w� w w j w Q� QQ Q 328 � o Q W _ W m_I� _ - "°° 328 ��U 0 a rL N fl -�O 1 �l� — _ 1 � J +�� W a- Y o � J +� J Z O +�° +� �J -- +�� EXISTING GROUN _ �� t15- � � O-� �. Z - - oNO z — 325 ®C jL OF STREET — +0.90% — — -1.00 — - m __ - W -� �- - r� — _ - - _ UJ,� — -w -x— 325 W X . - • 00 PROPOSED T/C GRADE = mom _ - - -- - - ST1 \ 00 (RIGHT & LEFT) - -_ _ �, ., -, � � -,� d � �l 322 322 PROPOSED ST1 -00 T/C GRADE - �'� (RIGHT & LEFT) _ VERTICAL CURVE No. 1: VPI STA. 8 +50 - 4 - _ " - -- - - - -- -- - -- -_ _- __ -- -- - EXISTING' GROUND -- - - - - -- - ��' F -I•: v X1,1 `r >. - -� - - - -- - -- - - - -- - C �L O STREET VPI ELEV. = 324.70' — - - -' 319 CURVE LENGTH= 100.00' A } ; VERTICAL CURVE No. 1 STATION ELEVATION FT - -- -- - - -- -" -- -- - (,u� 8 +00.00 T /G= 324.25' - - STA. - + 336�B7�, EADOW - � I; 316 8 +10.00 T C= 324.33' = � 316 - LOOP ; '' ` "` 8 +20.00 T/C= 324.39' 8 +30.00 T/C= 324.43' 8+40.00 T /C= 324.46' - - - -- - PR OSOS C /L=320 D 8 WATER .49' LINE - -- - -_ "W1" -- - -�� _ 8 +50.00 T /C= 324.46' - - STA -._2 +3 00_- BAKER_ 8 +60.00 T/C= 324.45' � � �._ - %` ADOW_ TENSLON_ - - STA. 0+16. : BAKE FA -=3- 1.4:7-1'- 31 Z 8 +70.00 T/C_324.41' 31 3 •.. 8 +80.00 T /C- 324.36' 8+ 9 0.00 T /C= 324.29 MEADOW LOOP EXTENSION » -- - - -- -- - - - - -- - - -- - - - _ - - - -- -- - -- - - _ _- - - -- -- -_._ -- - - -- .- . _ -- - - -- - -F _ L =.313 82° „ -- - - - . _ . - - -- - -- - _ - - - - - -- -- - -- SEWER - - -- - - - -- - - -- ----- _ -- _.. - - - 9 +00.00 T /C= 324.20 -- - __._ -- _ -- _ - -- - _P_ROP_OS _2Z0 STO. M- —SEWER - — _ —� __ 310 310 — STA.. 0_ +_36_ 6: BAKER- STA. 2+15.62: BAKER f _MEAD_01_L0 P EX_TEN_S10 MEADOW LOOP EXTENSION _ - F/L=30.9_9_7! /-L-31a_64' 0 o p - PROP- OSE- D --'-0- -SAN -SE- OP- OSE -D-8" SAN. -SEW- 307 ° 4 , o » 1 » „��, c —°' 307 O] p O t(7 -cam O 60 N + -00- - p caJ- t� O - t() + O t+) tp N vs O - N O - i -cwt to O co + N N N N zF Q W N I N -N Q -00 00 00 4 -0i II_ II (n w II_� II IL V) !.1 V) 11 N Q U A U U U - U U U U U U U U U 304 7+00 8 +00 9 +00 10 +00 0 +00 400 2 +00 HORZ: 1"=30' VERT: 1"=3' CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1 -800- 245 -4545 (,AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DANIAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. BENCHMARK DATA: T.B.M. 1L: 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.= 296.31' -NAD 83) . T. M• 22: 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2 -24" RCP ROAD CULVERTS. (ELEV. = 342.19' -NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU CN -03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET MD -01 & MD -02 FOR MISCELLANEOUS PAVING & DRAINAGE DETAILS AND B STANDARD DETAILS SHEETS FOR. STREET, SIDEWALK, PAVING & DRAINAGE CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. STA. 6+60 t L 0+00 • END •- e i e > uj m e Ld i . CO i C` 0 00 LLI �- e ur Ld i CL 0 STA. 0+00: WATER LINE "W1 REMOVE 6" (MJ) PLUG & TIE INTO EXISTING WATER LINE M.H. STA_ 0+66- 1 ONG (8> STA. 0+51: SHORT ' / - /SIDE DUAL SERVICE J. / / I�Icl I� STA. 1+52: SHORT SIDE DUAL SERVICE STA, 2+54: SHORT /SIDE DUAL SERVICE ' � � 1 I 1' 1 / / 7 74 "7 7 7 — _7 EVENLY DEFLECT PIP E AS 1 I 0 30 60 REQ'D ALONG BARREL OF ' ' I 10' P.U.E. I PIPE THROUGHOUT THE SCALE.: 1" = 30' HORZ. RADIUS (R=1,010') / ' 25 1 �- 24 � _ c) 6" PVC (C-909, CL 200) ' 1 ' I (� VVIO"kir-rx LINE Vvl » // ' ` ' I 1 ® ' + STA. 6+55.62: WATER LINE f (D .10 7607 EASTMAR:K UR., STE. 25OF <77840> POST OFFICE BOX 9253 - _'OLLEGE STATION, TEXAS 77842 EMAIL: civil(d) ,rmengineer.com OFFICE - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAX: (979) 691-8904 Q SANITARY SEWER ' 1� i 1! 1/ 1 STA. 4+68: LINE "S"I" I I STA. 5+52: LONG SIDE DUAL SERVICE SEE SHEET S-01 SIDE DUAL SERVICE ' / _j LONG G 15 P.U.E. 9-1 15 P .U . E. y t 1 ' / ! I / STA. 6+42: LONG SI DE DUAL SERVICE G f 12 -:5-2 3 - (D i 3 0 (D i 1 ( j / , m MAW m CHIM41s. mir.A�uows � / t '; I I 1 I SUBDIVI$ION i i 1 '� t , SECTION 2, PHASE THREE ss 99 — v1r_vv — SCALE: 1 "=30' 77 wi PIP — HORZ: 1"=3C VERT 1"=3' 04 C 1 , M z L C) gmm� CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNINW: THE CQNIRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. BENCHMARK DATA: T.B.M.#�l 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'—NAD 83) I.B.M. #2: 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24" RCP ROAD CULVERTS. (ELEV.=342.19'—NAD 53) PLAN NOTES: 1. REFER TO SHEETS GN-01 THRU GN-03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET MD-01 & MD-02 FOR MISCELLANEOUS UTILITY DETAILS AND B/CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTILITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. 4. WAI SERVICES WILL BE LEFT BETWEEN TWO (2) AND THREE (3') FEET DEEP AT THE POINT OF TERMINUS. ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL VALVE. 5. NO SANITARY SEWER SERVICE WILL BE LEFT MORE THAN 3.5 FEET DEEP AT THE POINT OF ITS TERMINUS. Z CL 0 ui F- • 0 L M U) < V) En Z Lu UJ V) < • 1- z 0 Ld V) • CL LJJ w : • 0 LL. 0 Q ELI w • • _j j F- 0 < z < + to Lj m 331 cr_ 331 F- • w c) NOTE: WATER LINE DESIGN IS BASED ON ROUGH SITE GRADING OCCURRING PRIOR TO WATER LINE CONSTRUCTION F_ LLJ W z x 328 0 328 z _j v; 11f w - Lu FC U- 325 ui U J _j m 325 0 I— bi w Q (n (f) U) + L 0 1- PROPOSED GROUND 322 319 —iul 0ufj--E< _E_XrSTIf --- 0 - C - /t:7OF - 1 OF G Nff C/L OF WATER L IN E 00 0 z 5� 00 319 1 OWN 316 313-4 "m --- C lip > PVC (C-909, CL 200) .WATER LINE "W"I" VA U­ ` < 313 310 _XI_S_TI.N.G_6_" _WAIER_LINE__ " /rr 310 — 660.00 L.F. OF NON-STRUCTURAL BACKFILL 3 07 307 Q A_ -0 C14 0 ( 5 U)-- C_� N (0 0 6 + � Q0 304 V) _ 0 u- 1 0+00 400 2+00 3+00 4+00 5+00 6_`�00 77 wi PIP — HORZ: 1"=3C VERT 1"=3' 04 C 1 , M z L C) gmm� CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNINW: THE CQNIRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. BENCHMARK DATA: T.B.M.#�l 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'—NAD 83) I.B.M. #2: 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24" RCP ROAD CULVERTS. (ELEV.=342.19'—NAD 53) PLAN NOTES: 1. REFER TO SHEETS GN-01 THRU GN-03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET MD-01 & MD-02 FOR MISCELLANEOUS UTILITY DETAILS AND B/CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTILITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. 4. WAI SERVICES WILL BE LEFT BETWEEN TWO (2) AND THREE (3') FEET DEEP AT THE POINT OF TERMINUS. ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL VALVE. 5. NO SANITARY SEWER SERVICE WILL BE LEFT MORE THAN 3.5 FEET DEEP AT THE POINT OF ITS TERMINUS. CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy@oldhamgoodwin.com FILENAME: 0413W1A SCALE: AS NOTED SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 1202/260 — 0413/0426 w SHEET 9 OF 14 Z CL 0 ui F- • 0 M U) < V) En Z Lu UJ V) < • 1- z 0 Ld V) • CL LJJ w : • 0 LL. 0 Q ELI w • • _j j F- 0 < z < + to Lj m 0 cr_ F- • w c) F_ LLJ W z 0 CLIENT INFORMATION CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy@oldhamgoodwin.com FILENAME: 0413W1A SCALE: AS NOTED SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 1202/260 — 0413/0426 w SHEET 9 OF 14 I pe • O r/�� I U) w W r z 0 ® w LLI 1 Q I PO p m t- w L LJ N w Ld C) F II I a en II SCALE: 1 " =30 n 1 �Ja 1 �v��� '� tjil r WATER LINE "W1" — PROFILE VIEW — STA. 6 +60 t0 END HORZ: 1"=30' VERT: 1"=3' II I A era It HORZ: 1"=30 VERT: 1"=3' t CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1- 800 -245 -4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARN ING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. BENCHMARK DATA: T.B.AA. #1: 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.= 296.31' -NAD 83) T.B.M. 2,�: 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2 -24" RCP ROAD CULVERTS. (ELEV.= 342.19' -NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU GN -03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS_ 2. REFER TO DETAIL SHEET MD -01 & MD -02 FOR MISCELLANEOUS UTILITY DETAILS AND B /CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTILITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. 4. WATER SERVICES WILL BE LEF I BE I WEEN I WO (2') AND THREE (3') FEET DEEP AT THE POINT OF TERMINUS. ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL VALVE. 5. NO SANITARY SEWER SERVICE WILL BE LEFT MORE THAN 3.5 FEET DEEP AT THE POINT OF ITS TERMINUS. 1 i r wv ir 7 r, 607 EASTMARK UR., STE. 250E <77840> OST OFFICE BOX 9253 'OLLEGE STATION, 'TEXAS 77842 MAIL: civil(Lvrmengineencom IFFICE - (979) 764 -0704 AX - (979) 764 -0704 EXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268 -3195 FAX: (979) 691 -8904 DATE I DESCRIPTION mil g 'a` st Y 6, j i J - l • ti O C) a + w 0 4 bi w Q w 9 f a J W • W H O LL_ r • 1 Lj i LLJ L) Lij • • CLIENT INFORMATION U O I ~z w = 0 O wv 00 U o! m CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy@oldhamgoodwin.com FILENAME: 0413W1A I SCALE: AS NOTED SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A I PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 22/26 — 0413/0426 W -02 SHEET 10 OF 14 " 331 w w - OO -- m - °° - - 3: w W OO �' -°' _ - �[ `` Q - 331 - NOTE: WATER LINE DESIGN IS _ BASED ON ROUGH SITE GRADING OCCURRING PRIOR TO - A WATER LINE CONSTRUCTION -- V 328 w w w w __ -0 , - -_ - -� z - �_' ir� ¢ ¢ W w w --- 0-->-> w > > -�I - ' �? _� w 32Q 8 - -_ << _ > CEN R JOINT OF PIPE . . SANITARY SEWER LINE CROSSING DEFLECT 2- JOINTS OF PIPE DEFLECT ALONG BARREL (2.93') _ W MINIMUM RADIUS OF I 400'_ - — , " 8 PVC (C -909 CL 200} WATER LINE "W1" -' �!- I w � = w " " ^~ ~ _ 32 � w _ = - — \- - O O - w_ W ~¢ �� - - - -- - 0 o + +_ 00 ° Q ¢moo - - - -,� ('0 (1) g _ - -- - - - 32 co o r - �, EXISTI G GROUND + + -a _ (0 => M_ - -- 0_co m m_ _ x l a x -1 ao co r a— c— PROPOSE Q - __ GROU �C1 - - ( in °o w Q CK -- — J — __— EXISTING _ ._ ._— 3ROUND WATER LINE -- -- - -- @ C/L OF WATER LIME _ 00 x ' . � ¢ ¢ o0 0o co w 322 322 PRO @ C/L 319 MEMO OSED - - GROU T - L( -� D- - .8- now u Oz - oo _ _ STA. _ _ _n L• _ 1.E5 _ 0 - _ �- - q - r. � � -- - -- -- -- -- - 31 316 __WA_ TER -LI "SAN. —S - E - : "S, — i- - WAIE IN — - 316 313 Z 313 6" PVC (C -909, CL 200). WATER LINE "" W1 - -- - _- -- - - 20- L.F - OF CEMENT - STABILI2EQ - - - - �- - - - - _ - ILA - 8" PVC (C -909, CL 200) WATER LINE "W2" -- - -- _ _ - -- - - _400 DEFE CT 2 -JOIN S OF PIPE - ALONG BARREL (2.15') . _ w /MINIMUM RADIUS OF - - -_- - - -- -- - - - - - -- - S - AND -_ _ - - - - -- - - - - -- - - - - -- -- -- - - - - -- -- - - - - - -- - -- - -_ 310 - - -- - - 69.00 STRUCTURAL L.F. BACKFILL OF NON- STRUCTURAL L O F 89.44 L .F. BACK ILL NON- 114.50 L.F. STRUCTURAL OF BACKFILL - - -- - - - 31 0 174.00 L.F. OF NON- STRUCTURAL BACKFILL - -- 307 -- - rs Cp -- to _— - ct CV -- o n_ O -- 0 to - -- — — - — 307 C) N Q J _ — �- Go . J ap 00 �' — �J C7 "O I II— — �J V 00 00 �I _ �— J ° Q �J t Il — _ �J O CO L\ fL D_ U d U U d U Q U 7 +00 8 +00 9 +00 10 +00 0 +00 1+ 2 +00 WATER LINE "W1" — PROFILE VIEW — STA. 6 +60 t0 END HORZ: 1"=30' VERT: 1"=3' II I A era It HORZ: 1"=30 VERT: 1"=3' t CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1- 800 -245 -4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARN ING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. BENCHMARK DATA: T.B.AA. #1: 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.= 296.31' -NAD 83) T.B.M. 2,�: 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2 -24" RCP ROAD CULVERTS. (ELEV.= 342.19' -NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU GN -03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS_ 2. REFER TO DETAIL SHEET MD -01 & MD -02 FOR MISCELLANEOUS UTILITY DETAILS AND B /CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTILITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. 4. WATER SERVICES WILL BE LEF I BE I WEEN I WO (2') AND THREE (3') FEET DEEP AT THE POINT OF TERMINUS. ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL VALVE. 5. NO SANITARY SEWER SERVICE WILL BE LEFT MORE THAN 3.5 FEET DEEP AT THE POINT OF ITS TERMINUS. 1 i r wv ir 7 r, 607 EASTMARK UR., STE. 250E <77840> OST OFFICE BOX 9253 'OLLEGE STATION, 'TEXAS 77842 MAIL: civil(Lvrmengineencom IFFICE - (979) 764 -0704 AX - (979) 764 -0704 EXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268 -3195 FAX: (979) 691 -8904 DATE I DESCRIPTION mil g 'a` st Y 6, j i J - l • ti O C) a + w 0 4 bi w Q w 9 f a J W • W H O LL_ r • 1 Lj i LLJ L) Lij • • CLIENT INFORMATION U O I ~z w = 0 O wv 00 U o! m CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy@oldhamgoodwin.com FILENAME: 0413W1A I SCALE: AS NOTED SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A I PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 22/26 — 0413/0426 W -02 SHEET 10 OF 14 / 0� ` -- STA 0+00.00: SANITARY SEWER LINE "S1" REMOVE PLUG & TIE INTO EXISTING MH #93 II J.B. STA. 0 +00: SINGLE \ SHORT SIDE SERVICE y I Nj C 1 0 7777, �­N�N 31 CN 717 777 '1 a / STA. 0 +81: DUAL / / i 29 / �- -_ g � i LONG SIDE SERVICE ' `" PROPOSED - - - _ " 1 // l ' X T - � - -- , - STORM SEWER x / / 1 -- = - - SEE SHEET ST -01 0 30 60 ./ J/ 15 ' .O.E. / ' ' i 10' P.U.E. SCALE: 1" _ P f �6 % 30' / `�'�\ STA. 2 +10: DUAL / ' I LONG SIDE SERVICE I o PROPOSED WATER 6" PVC (SDR -26, D3034) �� �a ; J / ]STA. 3 +18: DUAL `� -° !' LINE W1 I / > }� LONG SIDE SERVICE "] 21 SANITARY SEWER LINE S1 � � Mg - ` I SEE SHEET W -01' " � �i I O . 4 +13: DUAL LONG SIDE SERVICE l I � jlllk p o J.B. �"`� --- s M 9 i ► �- t STA. 5 +15: DUAL I i t i / V J ;t I LONG SIDE SERVICE 1 1 STA. 6 +20: DUAL /I W Ld 1 / 1 ,� \ ` ( '... , _ LONG SIDE SERVICE] W m Li 9 L —' mm , _ - /� 'i... '. I � M.9 'M 9 1 9 M,.9 � M,.9 T y NONE BAKER - L U 4 S W r — o AVOW / STA. 0 +92: DUAL I`;� t '� �op 1 6" PVC (SDR -26, D3034) -r i 6 PVC (SDR -26, D3034) LONG SIDE SERVICE . \ -.,,., `',- -- t SANITARY SEWER LINE "S1" _ I S W SANITARY SEWER LINE " „ S1 r: - / STA 1 +46.66: SANITARY SEWER LINE "Si "" ' ---___ -'! / MH #99 - 4'0 STANDARD MANHOLE -- % -/ STA. 2 +59: DUAL 4 S °' -. ; - _ _ i - ` - %" / l y - SHORT SIDE SERVICE J _ 1 � 0 - - - w/32 » RIM &COVER , _ i 7 - - 6 +'00 - - „ ? STA. 3 +46: DUAL r - / ANG. RT.= 157'24 50 ( Si) '7 1 / : I SHORT SIDE SERVICE f -1- / I I r,.. , 1► / ! f �!! 1 N 48 STA I j . 4 +35: DUAL STA. 5 +24: DUAL � � � SHORT SIDE SERVICE SHORT SIDE SERVICE STA. 1 +67: DUAL ^:. 15 P.U.E. 1 '�' , „ ,,,, STA. 6 +14: DUAL ;r I l LONG SIDE SERVICE J t � `. I = I "� STA 5 +37.19: SANITARY SEWER LINE S1 j SHORT SIDE SERVICE l ► �� r i MH 100 — 4 0 STANDARD MANHOLE 1 15 P.U.E. # I I ��1 I f I " � `� � � ' � � w/32" O RIM & COVER L_ _I / I r I ` I ANG. RT.= 170'34'13" (S1) I I I SCALE: 1 " =30' Z �- ® 0 r r � r � V/ C 1 0 7777, �­N�N 31 CN 717 777 '1 a / STA. 0 +81: DUAL / / i 29 / �- -_ g � i LONG SIDE SERVICE ' `" PROPOSED - - - _ " 1 // l ' X T - � - -- , - STORM SEWER x / / 1 -- = - - SEE SHEET ST -01 0 30 60 ./ J/ 15 ' .O.E. / ' ' i 10' P.U.E. SCALE: 1" _ P f �6 % 30' / `�'�\ STA. 2 +10: DUAL / ' I LONG SIDE SERVICE I o PROPOSED WATER 6" PVC (SDR -26, D3034) �� �a ; J / ]STA. 3 +18: DUAL `� -° !' LINE W1 I / > }� LONG SIDE SERVICE "] 21 SANITARY SEWER LINE S1 � � Mg - ` I SEE SHEET W -01' " � �i I O . 4 +13: DUAL LONG SIDE SERVICE l I � jlllk p o J.B. �"`� --- s M 9 i ► �- t STA. 5 +15: DUAL I i t i / V J ;t I LONG SIDE SERVICE 1 1 STA. 6 +20: DUAL /I W Ld 1 / 1 ,� \ ` ( '... , _ LONG SIDE SERVICE] W m Li 9 L —' mm , _ - /� 'i... '. I � M.9 'M 9 1 9 M,.9 � M,.9 T y NONE BAKER - L U 4 S W r — o AVOW / STA. 0 +92: DUAL I`;� t '� �op 1 6" PVC (SDR -26, D3034) -r i 6 PVC (SDR -26, D3034) LONG SIDE SERVICE . \ -.,,., `',- -- t SANITARY SEWER LINE "S1" _ I S W SANITARY SEWER LINE " „ S1 r: - / STA 1 +46.66: SANITARY SEWER LINE "Si "" ' ---___ -'! / MH #99 - 4'0 STANDARD MANHOLE -- % -/ STA. 2 +59: DUAL 4 S °' -. ; - _ _ i - ` - %" / l y - SHORT SIDE SERVICE J _ 1 � 0 - - - w/32 » RIM &COVER , _ i 7 - - 6 +'00 - - „ ? STA. 3 +46: DUAL r - / ANG. RT.= 157'24 50 ( Si) '7 1 / : I SHORT SIDE SERVICE f -1- / I I r,.. , 1► / ! f �!! 1 N 48 STA I j . 4 +35: DUAL STA. 5 +24: DUAL � � � SHORT SIDE SERVICE SHORT SIDE SERVICE STA. 1 +67: DUAL ^:. 15 P.U.E. 1 '�' , „ ,,,, STA. 6 +14: DUAL ;r I l LONG SIDE SERVICE J t � `. I = I "� STA 5 +37.19: SANITARY SEWER LINE S1 j SHORT SIDE SERVICE l ► �� r i MH 100 — 4 0 STANDARD MANHOLE 1 15 P.U.E. # I I ��1 I f I " � `� � � ' � � w/32" O RIM & COVER L_ _I / I r I ` I ANG. RT.= 170'34'13" (S1) I I I SCALE: 1 " =30' "S1 — PROFILE VIEW — HORZ: 1"=30' VERT- 1"=3' Q N W F- w Z V) W W (n F_ Q S T(DIP CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1- 800 - 245 -4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DMIAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. BENCHMARK DATA: T.B.M. #1: 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.= 296.31' -NAD 83) T.B.M. #2_ 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2 -24" RCP ROAD CULVERTS. (ELEV.= 342.19' -NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU GN -03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET MD -01 & MD -02 FOR MISCELLANEOUS UTILITY DETAILS AND B /CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTILITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES. AS SHOWN. 4. WATER SERVICES WILL BE LEFT BETWEEN TWO (2') AND THREE (3') FEET DEEP AT THE POINT OF TERMINUS. ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL VALVE. :5. NO SANITARY SEWER SERVICE WILL BE LEFT MORE THAN 3.5 FEET DEEP AT THE POINT OF ITS TERMINUS. i -.. > 1607 EASTMARK DR., STE. 25OF <77840> 'OST OFFICE BOX 9253 :�OLLEGE STATION, TEXAS 77842 LMAIL: civil @rinengiiieer.com DFFICE - (979) 764 -0704 FAX - (979) 764 -0704 TEXAS FIRM REGISTRATION No. F -4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268 -3195 FAX: (979) 691 -8904 Z �- ® 0 Lu — r � r � V/ (0 V) LLJ Z • M M x Q J F- cn - o w __ — C W —- LL! _w 0 0 ��^/� V) CSI < 0d Z 331 331 �, - - Q d Q t ~ � � W � V) v, Z �. !�� V > CL t- fl ' i — 4 w w >�— — z s _ ISL . __.. —Q - _ O 328 —O= w x G1✓ W - — _ �= = -y -- 6 - Q �3 32� - oz I u� -z J coz +­� ! Q _ _ - - rz �1-�.. ntc? �C N 0 �� /1 � U-J r _ W _ O _ _ Z II I � �t�rJ Z ] - Q -- - t -Ld - - ce - -'� i F --LIZI ��m��CK —: - t/)(/1 - _ �En U) 3E 325 325 _ - - - - -- __ — EXIST IIAG_GRQU�D_ 322 — - - -- -- _- - @ C/L OF SAN SEWER - -� 322 - 6" PVC '�• (SDR -26, D3034) - - _ ...- -� -"°"' STA. 6+ 0: DUAL LONG -_SIDE SERVICE - - - SANITARY SEWER LINE "S1" .,,,,,, - PROPOSED - -0 - GROUND =-8 -99- - F-/L31 319 319 - .. __.. C7>= o WER , , STA - - +18:- - DUAL -L-O SID SER __ _ F/L =316 ICE -_ -- _ 90' _ - SIDE -SE E— SSA ��b L:- CLU1al J _N -_ F/ L =316.0 u_� STA. 5 +15: DUAL LONG 31 _ SID SERVICE D SIDE F L SERVICE 317.89 O STA. 0 +92: DUAL LONG F/L 314.73' STA. 2 +10 AL LO G , , SI DE F% SE -* = 314.14 SERV F /L E 5 1- 2 - - - - - - - - -- -- - STh_0_+_8J:-DUAL_L0N_G i - —_ FA =B-1-4-7-l - -7 -1' - - -- - - - SIDE DEEP CONNECTION) - 313 SERVICE-, - � 313 F� 11.81 • 50.00 -L -. F: -O =._ .5. . _ - - ..._ - -- - - -- _ - - -- 6" PVC (SDR -26, D3034). - BA KF- -ILL —� -� - - - SANITARY SEWER LINE "S1 ". 310 - �- - - -� - — - -- - - 310 6" PVC (SDR -26 D3034) L _ 110.00 Lx. OF _ - SANITARY SEWER LINE "S1 _ NON - STRUCTURAL - - - -' BACK LL 409.00 L.F. OF NON-STRUCTURAL BA KFILL 30 S - T - - R C T UR - B-A ;KFIL - L S - T - I-JC - Tt1Rf�L B ;KFI t"" 3 0 N p - ^ O - h t� t � .- __ I� 17 I� DO f� �t� I� — i�S t� 00 1`� —tom _ f� - t`� fl- 0 0 + co II 11 Il 11 II_ it II II- it - II_ r II II 3 4 -i J J J \ c J J- J \I- N 6J W W U- L� L- Ii lL ti Ii I� li I� Li LL Li Ii 0 +00 1+00 2 +00 3 +00 4- +00 5 +00 6 +00 "S1 — PROFILE VIEW — HORZ: 1"=30' VERT- 1"=3' Q N W F- w Z V) W W (n F_ Q S T(DIP CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1- 800 - 245 -4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DMIAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. BENCHMARK DATA: T.B.M. #1: 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.= 296.31' -NAD 83) T.B.M. #2_ 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2 -24" RCP ROAD CULVERTS. (ELEV.= 342.19' -NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU GN -03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET MD -01 & MD -02 FOR MISCELLANEOUS UTILITY DETAILS AND B /CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTILITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES. AS SHOWN. 4. WATER SERVICES WILL BE LEFT BETWEEN TWO (2') AND THREE (3') FEET DEEP AT THE POINT OF TERMINUS. ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL VALVE. :5. NO SANITARY SEWER SERVICE WILL BE LEFT MORE THAN 3.5 FEET DEEP AT THE POINT OF ITS TERMINUS. i -.. > 1607 EASTMARK DR., STE. 25OF <77840> 'OST OFFICE BOX 9253 :�OLLEGE STATION, TEXAS 77842 LMAIL: civil @rinengiiieer.com DFFICE - (979) 764 -0704 FAX - (979) 764 -0704 TEXAS FIRM REGISTRATION No. F -4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268 -3195 FAX: (979) 691 -8904 CLIENT INFORb9ATiON CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy@oldhamgoodwin.com FILENAME: 0413S1A SCALE: AS NOTED SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 202/260 — 0413/0426 .ul SHEET 11 OF 14 Z �- ® 0 Lu — r � r � V/ (0 V) LLJ Z • M M x Q J F- cn cn o w o Ld 1- � � C W <I wD LL! _w 0 0 ��^/� V) CSI < 0d Z U N a /y W z < m Q d Q t ~ � � W � V) v, Z !�� V > CL CLIENT INFORb9ATiON CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy@oldhamgoodwin.com FILENAME: 0413S1A SCALE: AS NOTED SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 202/260 — 0413/0426 .ul SHEET 11 OF 14 I X22 0 W Q � o f� 1 H w w Z w U) F Q 0 (0 + o I co U) s- w w � Z w V) v F_ SANITARY SEWER LINE "S1" - PROFILE VIEW - STA. 6 +60 to END H ORZ: 1"=30' VERT: 1"=3' glm� CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1- 800 - 245 -4545 (AT LEAST 72 HOURS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. BENCHMARK DATA: T.B.M. #1: 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.= 296.31' -NAD 83) T.B.M. 2� 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2 -24" RCP ROAD CULVERTS. (ELEV.= 342.19' -NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU GN -03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET MD -01 & MD -02 FOR MISCELLANEOUS UTILITY DETAILS AND B /CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, PAVING, DRAINAGE & UTILITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! NO UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. 4. WATER SERVICES WILL BE LEFT BETWEEN TWO (2') AND THREE (3') FEET DEEP AT THE POINT OF TERMINUS. ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL VALVE. 5. NO SANITARY SEWER SERVICE WILL BE LEFT MORE THAN 3.5 FEET If DEEP AT THE POINT OF ITS TERMINUS. `1 4 7607 EAST'NIARIK DR., STE. 250T <77840> ?OST OFFICE BOX 9253 �OLLEGE STATION, TEXAS 77842 SMAIL: civil@rmengineer.com DFFICE - (979) 764 -0704 FAX - (979) 764 -0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268 -3195 FAX: (979) 691 -8904 MARKI DATE I DESCRIPTION Z a w ® �G 4 0 w W M w >- ® F- LA Z D w� x x w of F- 3: (t) Z W (0 o �w �� t o + Li ® w V J Ld (!) 0 0 N }. Z Q a< F F- Z w u w w w CL CLIENT _INFORMATION CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy0oldhamgoodwin.com FILENAME: 0413S1A SCALE: AS NOTED SUBMITTED DATE: 6/8/11 DRAWN BY: R.A.M. CHECKED BY: R.A.M. FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 202/260 - 0413/09-26 SHEET 1 Z OF 14 I I 1 i I i I I I I i / I 'i STA. 8 +04: DUAL I LONG SIDE SERVICE ' r--r -7 STA. 7 +12: DUAL PROPOSED WATER 6" PVC (SDR -26 D3034) LONG SIDE SERVICE I / LINE W1 I SANITARY SEWER LINE S1 SEE SHEET W -01 1(b m..6 M..4 M 9 M.9 M 9 M 9 Jh .3 ' M .9 M 331 4 S W 4` BAKER MEADOW L00P co i I 'I , I o / -- STA. 9 +96: DUAL _3 '— SHORT SIDE SERVICE I - - - - — I -@- -- -- I J I I � i I N n `�' a If I I II \ < J STA. 9 +24: SINGLE y LONG SIDE SERVICE \ STA. 7 +06: DUAL SHORT SIDE SERVICE 6" PVC SDR -26, D3034 STA. 7 +94: DUAL I I DUAL ( ) SHORT SIDE SERVICE f SANITARY SEWER LINE "S1" ( L- SHORT SIDE SERVICE I- N� ' (D ' ' G ' CFtE&lk ROEADOWS imn U I I � VIS'230N' 3 SE ' TI gN 2, , H ASE TH R E STA 8 +78.63: SANITARY SEWER LINE "S1 "" I MH #101 - 4'0 STANDARD MANHOLE w/32" O RIM & COVER { ANG. RT.= 107'30'01" (S1) I ® I I I kl { `v ° I I I I� I I, SANITARY SEWER LINE "S1" - PLAN VIEW - STA. 6-x-60 t® END SCALE: 1 " =30' 331 331 328 -- z' LLJ OOH 2U -�� q— — T CS _ =U 328 EXI&-TIN C /_I_OE_sa Ev�tE� — PROPOSED-GROUND PROP - C� �/ SED - GROUN OF SANITA SEWER - --- ° �` - r�'� Q r�� �I --� I a 8"_W SEW. - " TER - LIN - "W " o , - Q ' CL- � - -�- 325 322 - -- STA ---- 8 +04: DUAL LONG - - - Sll E F /L=32 - !CE - -- STA. 9�i LONG 24: SINGL E IDE S RVICE F f C -32D 4 - - - -- _. ; / I - - , . STA. % +12: SIDE UAL LONG - SERVICE - _ _ 319 wommum "Now - +-x- 00 we -�, - 319 -- - - - 20 - CF: - START �F CE�fiENl` TZE - SAND - - - - \ y C� v L 316 313 CENTER JOINT OF PIPE - WATER LINE CROSSING- �-- - 6" PVC (SDR -26, D3034)' SANITARY SEWER LINE "S1" _ 6" PVC (SDR -26, D3034) SANITARY SEWER LINE "S1" - - - - 31.E I..F OF _R- U_C_T_U.R - - B A CKELL 310 310 — 80 0 F_ —_ F 21E.63 L.F. OF 14ON-STRUCTJRAL BACKFI L STR CIURAL BA KFLI 307 NM 307 1` _ 00 I - + r� 11 II 1_ � I —1 ` II- II II- Q J U) U- J U- J -! J J �� J J J J4 7 +00 8 +00 9 +00 10+00 11 + 0 15' -0" SIDE 15' -0 " INITIAL H/C RAMP NOTES: ( I 1:10 / I BACKFILL I \ DETECTABLE WARNING MAX S C-4 - CLASS IV B - COMPACT IN 8" PAVERS, SEE B /CS 1. MAXIMUM CROSS -SLOPE OF 2007. IN w w \STANDA ui W jr ALL DIRECTIONS. - °i / .0 o \ z < 2. APPLY LIGHT BROOM FINISH TO ALL z < LO . NEW CONCRETE. 0 0 w O O O O O O O 0 0 0 O 0 3. RAMPS SHALL BE ACCENTED WITH BRACES. o 0 0 o V) COLOR AS SPECIFIED BY THE EN INEER. HAND / \ N r CEMENT STABILIZED SAND: 10% (MIN) CEMENT CLASS IV B - COMPACT IN 8" ( TYPICCAL SIDE FLARES @ 1:10 DETECTA 3LE WARNING MAX S OPE / I _ N_ ( \ PAVERS, SEE B /CS \STANDA D SW2 -03 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \ 0 0 0 0 0 0 0 0 0 0 0 0 / 1 0 0 0 0 0 0 0 0 0 0 0 0 0 \ 0 0 D O O O O O D O O O / 0 0 0 0 0 0 0 0 0 o 0 0. 0 0 0 o o o o o 0 0 o 0 0 \ 0 0 0 0 0 0 0 0 0 0 0 \ N 5' -0" RAMP 5' -0" TYPICAL WIDTH CONCRETE CURB & GUTTER N.T.S. i IM :a p 4 - -n Xa PROVIDE & INSURE CLEAN DURABLE SURFACE PROPOSED H.M.A.C. SURFACE COARSE--\ .a 0 24" (MIN) PROVIDE NEAT & STRAIGHT SAW CUT EXISTING H.M.A.C. EXISTING BASE & SUBGRADE - .�- ° d - A e - - d d PROPOSED LIMESTONE BASE PROPOSED STABILIZED SUBGRADE EXISTING H.A.MC. TIE TO NEW H.M,A.C. PAVEMENT N.T.S. TYPICCAL SIDE BEDDING INITIAL FINAL FLARES 0 1:10 / I BACKFILL I \ DETECTABLE WARNING MAX S OPE / CLASS IV B - COMPACT IN 8" PAVERS, SEE B /CS (MAX) LIFTS TO 90% / I 0 0 o I \STANDA D SW2 -03 a o 0 o a o 0 0 0 0 NON- / .0 o \ OF OPTIMUM MOISTURE CONTENT 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TO +4% OF O 0 0 \ AREAS 0 0 0 0 0 0 0 0 0 0 O CONTENT - WORK IN O O O n o q O O O O O O O 0 0 0 O CONTENT - LEVEL AROUND PIPE BY HAND TO o g q o 0 0 0 0 0 0. BRACES. o 0 0 0 0 0 0 0 0 a o 0 0 0 0 0 \ (ft) HAND / \ N r CEMENT STABILIZED SAND: 10% (MIN) CEMENT CLASS IV B - COMPACT IN 8" 5' -0" RAMP (MAX) LIFTS TO 98% STANDARD STRUCTURAL 5' -0" TYPICAL , WIDTH CONCRETE CURB GREATER) &GUTTER 9, WHEN HEAVY LOADS MUST BE LOCATED NEAR AN EXCAVATION, THE WALLS MUST BEDDING TABLE IDENTIFIER BEDDING INITIAL FINAL TYPE TYPE BACKFILL BACKFILL MAXIMUM SPACING CLASS III - COMPACT CLASS II - COMPACT IN 6" CLASS IV B - COMPACT IN 8" MAXIMUM IN 6" (MAX) LIFTS TO (MAX) LIFTS TO 90% (MAX) LIFTS TO 90% STANDARD 3 TO 6 90% STANDARD STANDARD PROCTOR PROCTOR DENSITY @ 0 TO +4% NON- PROCTOR DENSITY ® DENSITY @ 0 TO +4% OF OF OPTIMUM MOISTURE CONTENT STRUCTURAL 0 TO +4% OF OPTIMUM MOISTURE SPACING AREAS OPTIMUM MOISTURE CONTENT - WORK IN FEET FEET CONTENT - LEVEL AROUND PIPE BY HAND TO SANITARY BRACES. FINAL GRADE BY PROVIDE UNIFORM SUPPORT {in) (ft) HAND UP TO SPRING LINE (in) (in) CEMENT STABILIZED SAND: 10% (MIN) CEMENT CLASS IV B - COMPACT IN 8" PER CUBIC YARD OF SAND OR 2.5 SACKS OF (MAX) LIFTS TO 98% STANDARD STRUCTURAL CEMENT PER CUBIC YARD (WHICHEVER IS PROCTOR DENSITY 0 0 TO +4% AREAS GREATER) OF OPTIMUM MOISTURE CONTENT 9, WHEN HEAVY LOADS MUST BE LOCATED NEAR AN EXCAVATION, THE WALLS MUST - COMPACTION ACCOMPLISHED MANUFACTURES SEAL BE BRACED, SHEET PILED OR SHORED TO SAFELY SUPPORT THE EXTRA WEIGHT. BY MECHANICAL TAMPING ASTM D2321 -89 CLASSES OF EMBEDMENT & BACKFILL MATERIALS GIVEN IN TABLE 1 1 OF ASTM D2323 & SUMMARIZED AS: CLASS IA: ANGULAR, CRUSHED ROCK, NO FINES 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 III: 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. v�• . i - a d --d N.T.S. z CLASS V: SALVAGE TOPSOIL (IN NON- STRUCTURAL AREAS) TRENCH WIDTH EXISTING r . MAX =PIPE O.D. +24" GRADE ;� z MIN =PIPE O.D. +" J J J < Y z m SPRING LINE -_ OF PIPE c� ^ Z Z 0� o WHERE THE TRENCH BOTTOM IS UNSTABLE, EXCAVATE TO A DEPTH AS REQUIRED BY THE ENGINEER AND REPLACE w/A FOUNDATION OF CLASS 18 MATERIAL, COMPACTED IN 6" (MAX) LIFTS TO 85% STANDARD PROCTOR DENSITY 1 , I U) N w �cn -? w �Q_ EXISTING CURB #4 DOWELS �® 18" O.C. a � j j TIE TO CURB DETAIL N.T.S. 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 ADS PIPE TO CONCRETE BOX IN ACCORDANCE WITH THE SPECIFICATIONS. V) 0 w 0% > < 0 0 z < V) U) w > < c� J N 0� Z < 0 0� < CL 0 w IL 0° z� w w .2Q w> " of <' 0 z < V), C r d < V/ 0 < rZ 04 0 w ^ 0 d- 0 r co 0 04 uj 0 z 0 rz 3t N SPECIAL NOTES: 1. CLAYS, SILTS, LOAMS, OR NON - HOMOGENEOUS SOILS REQUIRE SHORING AND BRACING. 2. THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. APPROXIMATE ANGLE OF REPOSE FOR SLOPING OF SIDES OF EXCAVATIONS 3. THIS MINIMUM DISTANCE MAY BE REDUCED TO 6" IF THE SANITARY LINE IS REPLACED TRENCH SAFETY NOTES: r ED MANH CONNECTI WITH A 18' JOINT OF SDR -26 CLASS 160 PIPE AND CENTERED ON THE WATER LINE. BACKFILL N.T.S. NEW SANITARY SEWER LINE w /CEMENT STABILIZED SAND BEDDING A MINIMUM OF 20' CENTERED 1. O.S.H.A. STANDARD 29 C.F.R. 1926.650 SHALL BE USED FOR THE DESIGN OF ON THE WATER LINE. TRENCH SAFETY REQUIREMENTS. SHOULD THERE BE ANY CONFLICT BETWEEN THIS ° n REFER TO GRATE INLET, CURB INLET, OR JUNCTION BOX DETAIL FOR .EXPANSION SPECIFICATIONS JOINT PROPOSED CURB7 Q . 4 a FILL VOID SPACE BETWEEN , ADS PIPE AND MANHOLE OPENING WITH A NON - SHRINK GROUT MATERIAL a -12 STORM ADS N DRAIN PIPE - TRENCH SHORING — MINIMUM REQUIREMENTS V) ALLOWING AS LITTLE SPACE AS POSSIBLE BETWEEN THEM. SIZE & SPACING OF MEMBERS DEPTH KIND OR CONDITION UPRIGHTS STRINGERS CROSS BRACES, WIDTH OF TRENCH MAXIMUM SPACING OF TRENCH (ft) OF EARTH MINIMUM MAXIMUM MINIMUM MAXIMUM UP TO 3 3 TO 6 6 TO 9 9 TO 12 12 TO 15 VE AL HORIZONTAL w DIMENSION SPACING DIMENSION SPACING FEET FEET FEET FEET FEET (f ? EXISTING OR PROPOSED SANITARY BRACES. (in) (ft) {in) (ft) (in) (in) (in) (in) (in) ENCASEMENT PIPE (IF APPLICABLE), Oaf PER B /CS SPEC. 110 & 3 x 4 8. SPOIL MUST BE STORED TWO FEET OR MORE FROM THE EDGE OF THE EXCAVATION, W4 -03 dm AND BE RETAINED IN AN EFFECTIVE MANNER. �,,����������i�� SEAL END w /CEMENT ' / \ / /� / � / /� / J� / /� / /�'� GROUT D 9, WHEN HEAVY LOADS MUST BE LOCATED NEAR AN EXCAVATION, THE WALLS MUST MANUFACTURES SEAL BE BRACED, SHEET PILED OR SHORED TO SAFELY SUPPORT THE EXTRA WEIGHT. 5 TO 10 HARD, COMPACT < z< 6 � 2 x 6 4 x 4 4 x 6 6 x 6 6 x 8 4 6 2 OR 6 WATER LINE c� 0 ALLOWED TO ACCUMULATE IN A TRENCH OR EXCAVATION. Y () <0 av 11. AN ADEQUATE MEANS OF EXIT, SUCH AS A LADDER OR STEPS MUST BE TARY SEWER Lj PROVIDED AN LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL 3 x 4 V) O_ 0 LIKELY TO CRACK OR 3 4 x 6 4 2 x 6 4 x 4 4 x 6 6 x 6 6 x8 4 6 2 6 SOFT, SANDY, OR FILLED 3 x 4 CLOSE SHEETING 4 x 6 4 4 x 4 4 x 6 6 x 6 6 x 8 8 x 8 4 6 2OR 6 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 6 3 x 4 10 TO 15 HARD OR 4 4x6 4 4x4 4x6 6x6 6x8 8x8 4 6 2 x 6 3 x 4 LIKELY TO CRACK OR 2 4x6 4 4x4 4x6 6x6 6x8 8x8 6 2 x 6 SOFT, SANDY, OR FILLED 3 x 4 OR CLOSE SHEETING 4 x 6 4 4 x 6 6 x 6 6 x 8 8 x 8 8 X10 4 6 2 6 HYDROSTATIC PRESSURE 3 x 6 CLOSE SHEETING 8 X10 4 4 x 6 6 x 6 6 x 8 8 x 8 8 x 10 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 3 x 6 CLOSE SHEETING 6 x 8 4 4 x 12 8 x 8 8 x 10 10 x 10 10 x 12 4 6 1 TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, CROSS BRACES. SHORING IS NOT REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG. WHERE POSSIBLE, STEEL SHEET PILING AND BRACING OF EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD. zw _-0 z N .w Ld DIP WATER LINE (CLASS 350) VER SANITARY SEWER V) ALLOWING AS LITTLE SPACE AS POSSIBLE BETWEEN THEM. 3. ALL SPACING INDICATED IS MEASURED CENTER TO CENTER. 0 Ljj 4. WALLS ARE TO BE INSTALLED WITH THE 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 L EMBEDDED, THE VERTICAL DISTANCE FROM THE CENTER OF THE LOWEST CROSS BRACE w TO THE BOTTOM OF THE TRENCH SHALL NOT EXCEED 36 INCHES. WHEN MUD SILLS WATER LINE ®F' ARE USED, THE VERTICAL DISTANCE SHALL NOT EXCEED 42 INCHES. (NOTE: MUD > - 0 SILLS ARE VALES THAT ARE INSTALLED AT THE TOE OF THE TRENCH SIDE.) c --I W 6. TRENCH JACKS MAY BE USED IN LIEU OF OR IN COMBINATION WITH TIMBER CROSS EXISTING OR PROPOSED SANITARY BRACES. SEWER LINE (SEE NOTE #1) Q Z V) 7. IF SHORING IS THE CHOSEN SUPPORT SYSTEM, THE INSTALLATION IS TO START F_ FROM THE TOP OF THE TRENCH OR EXCAVATION AND WORK DOWNWARD. ENCASEMENT PIPE (IF APPLICABLE), Oaf PER B /CS SPEC. 110 & CASING DETAIL 8. SPOIL MUST BE STORED TWO FEET OR MORE FROM THE EDGE OF THE EXCAVATION, W4 -03 dm AND BE RETAINED IN AN EFFECTIVE MANNER. �,,����������i�� SEAL END w /CEMENT ' / \ / /� / � / /� / J� / /� / /�'� GROUT D 9, WHEN HEAVY LOADS MUST BE LOCATED NEAR AN EXCAVATION, THE WALLS MUST MANUFACTURES SEAL BE BRACED, SHEET PILED OR SHORED TO SAFELY SUPPORT THE EXTRA WEIGHT. < z< U) ® o� � Z 10. DIVERSION DIKES AND DITCHES OR OTHER SUITABLE MEANS MUST BE USED TO PREVENT SURFACE WATER FROM ENTERING AN EXCAVATION AND TO PROVIDE w ADEQUATE DRAINAGE OF THE AREA ADJACENT TO THE EXCAVATION. WATER IS NOT WATER LINE c� 0 ALLOWED TO ACCUMULATE IN A TRENCH OR EXCAVATION. Y () <0 av 11. AN ADEQUATE MEANS OF EXIT, SUCH AS A LADDER OR STEPS MUST BE TARY SEWER Lj PROVIDED AN LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF LATERAL TRAVEL. WATER LINE — SANITARY SEWER CROSS! N G(S) N.T.S. 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 18' -0" (MIN) CENTER JOINT OF PIPE WATER. CLOSE SHEETING REFERS TO THE PLACEMENT OF PLANKS SIDE -BY -SIDE 7607 EASTMARK DR., STE. 250F <77840> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764 -0704 FAX - (979) 764 -0704 TEXAS FIRM REGISTRATION No. F -4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268 -3195 FAX: (979) 691 -8944 MARKI DATE I DESCRIPTION V) Z J 0 Ljj - I_" z < x L _ w m � ®F' > - 0 ui c --I W Z � �p Q Z V) - r F_ Oaf J ° O dm 0 < z< U) ® o� � Z o v~i w c� 0 z Y () <0 av Lj W V) O_ 0