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HomeMy WebLinkAboutDrawings�„T-kz' , AC it- E VIST e 1 i 2_ 1. R. {rND_} \ . f c� �o ii (IN CONCRETE) 1; 2 I.R. (FND•) ` I LOTS $R & 5R. - IN CONCRETE) :,/ .r.�.1 , l u;� \.# ' . \ \, Ii��i5 SPSf•NUM:LT N y z 1.2. UL..r \RAJ. f5 1 � .TaSa- _ 1 _..A r : 122 BEARS-- E ef�AR V • '�.� - ' _ -.::: - :: tlj'� �-� � - N sus � - 1,486-G8 # . I1S V *sJ t - s..l^ E L TCLI'. it7 86.0 -02`37'54" , . s P 9) r a �7 t _0 20 40 a SC,a r,E. r" = t f 1 r o� � � c. � , ,< .. i i . � n...•� a t'� , rim, � , . 7 o` / � . O ';� ,�% �. U ! C` �• � r / � IF rc, '9 � . } � T �. lir. �: 4c' 7 %,. -����� � � / Q ! j -AO 1 4V Lz r. fit. r. A -K 43 �C`, ^^ c�, ,SP' _ yam. ,.• a � , , 60 �- r, hti _ f © BEARS:r.9 'ri / / _. / J C �—x_- f o ASTER OGLOT 4R _ f \ \ c G c { C C �) i \ ✓ ti s, BLOCK H �- r 'o- / f �1 �- I ` VICINITY MAP \ : { / '; '.>• ` >k ..:'�'' I _ , / ` \' \ VOA � \ � - / yl VYFINAL PLAT NOTES.. N. ti f L• 1- � /� , 1.' THIS PROPERTY DOES NOT "ONTAIN ANY MAPPED 10Q -`FEAR FLOOD PLAIN A GRAPH - %` -n - - - - -� - o J ICALLY 1 \ f GEcICTED UN F.E.M,.A.- r IRM CO MU(VI I 1 PANEL 1 t: - n �C� I _ 0215F• APRIL2014, -- �rr M1Or ` /•:�� f 5' P.U.E.�'\ i�r \ \` ! 2. ttA515 OF BEARING: _ r:h / / / / / BEARING YSTEM SHOWN HEREON IS BASED ON NORTH AS ESTABLISHED `� 4' P.U.E. -. f - FROM. GPS OBSERVATION (NAD 8S.e or ;c v / ,-5' 11 0.164 :ACRE VARIABLEP-- ..rO,, A to `� \ \ / , ALL PROPERTY Y t C RNEt - ARE MO, IUME. ! T Eu BY 1 `�„ IRON RODS UNLESS OTHERWISE NOTED. ADTH PRIVATE CROSS / \ 7 ACCESS p (� ; r S 8: PARKII`IG P -i �• r - \ \ 4. THIS DOCUMENT F e PREPARED WITH . -�_• � ; 4�, �-,. \ � ��4',�0L5/- EASEMENT (SEE NOTE ��) - \ � / / _LId_NT Via. TH THE BENEFIT OF A TITLE REPORT PREPARED eY ACCIEL4ND / - COLLEGE - S _ - 32942 r 1 OT 4 8t THE NE 30' OF O �-;:-.,�;,- \ / i TITLE COMPANY, �OLLE�E TATION�!-TX !`;SUED GFuz LOT 5 ; /r'4 c,,, � � >r I.K. Fr�DI � \ / Q" BEARS: S4 -5'01'38N1-2.7,' <,� ab' / � LOT 5-R j v / - / .:` z- / - BUILDING' SETBACKS ARE. PER THE COCS UDO AND DEED RESTRICTIONS 137:871: BLOCK H / ( , / \ , 6. ALL EXISTING STRUCTURES ARE TO BE REMOVED. n- \ �. �'�,� ,, h- O� •�C / `j t �, /+ 7. THE OWNERSHIP Alt,ID MAINTEN„NCE RESPOI-I SIDILITIES OF THE 0.164 ACRE VARI'GLE WIDTH 't,Dc ..pc , PRIVATE CROSS \qNG EASEMENT JILL BE THE SOLE RESPOPSIBLITY 0F LOT 413 5R: \i i P.: {FND-BENT} % -O' ` p BEARS: 1\49-3i'S9"W-0.84', ".;y \ 9• / 4 P.U.E. l Dc g• r i• - Gj \ rsT c'% �0, z�� �/ EXISTING CURB CUT$ ON ASH STREET SHALL BE REPAIRED WITH THE REDEVELOPM-NT AND 1 Oc• %ctK� �.• \ •/ ' / / i CONSTRUCTION OF DRIVEWAYS F6R LOTS ?(Z 5R, BLOCK H. - i -R_ (FND.) % =� / »� t� i O�2 p\ -1/2I.R. {F ID. i ti / 9. THE _ONING OF THIS PROPERTY, AT THE TIME OF TH15 FLAT, 15 DUPLEX_ 1, 1 �v\/ t'-:3_-. •t ' ' 3'2:tti�a r, 1 , i - r Q � ` . `r• 'c'o r o' r.u.E. C'/. I !-P_ �t �•'( ,'' V \ \ Y , \ ��" CGS\'ten, •vG' �" O� �0 � � �f � /a�. t�.t?.Q ' S�1 a ,� •-��'�.. �•, ;' 7 ii� <p�, �^ / ''i / \ i � \ ?C ��'�`n� •''G�1�.¢ ��Q sOr ``�Q • / \ ,fl f - • � /j�/ S,j�,. v �i' ,. �\ / Lt _ � `'� 1, \'Gf•• l � C'�/ SOT S �j \ 10P.U.. 516/717 X �) �1Y U�. y X10' P.0 -E. \ - , j./ , '� U \ / ✓' 516,,-1, (�' _-. - / -[J. r �, .% CERTIF'1CATE OF SJR YOR '1.` 1. R. (SET) \� /\ti \ / /•!•h°' L- 1 /2" I.R. FPJD. , �" - 1 � � { y0 � \ f BEARS; h•149`26,47,,,rV-0.79') , �,, BE`,RS: N49'26'4`W-0.791) COUNTY OF BRALOS (-6 / f ` 1, BRAD KERR Registered Professional Land Surveyor , o. 4502 in he State of Texas hereby \ / certify that this plat is true and correct and was epare d, from an actual survey of the 'ASG, \ ' ��• ,��• , / � % � � '\-- property and that prc arty markers and monuments w..r� eed unc,e my supervision on the _ rs, -� / - v / r P � 1 ground. �.. "aa f S_ T R.G.W. EASEMFf4T, 9 t_ 2G' 6A.:.. EASEMENT, -717 J .` ,\ 516;'`71 7 9 L . �' `OP ' T1 �-' !.o \r i'•iD 1—i ` \ �" f o i c!,ir: I" HN CONCREIE) f G I -I 1. II`IV. ®$ {)N CONCRETE} •'J : BRAD KERR, RPLS Na 4502 -PX1S t IT S PLAT \ SU_RVE Eu ey. K td��IN- G, LLC ea x-09 NORTH TEXAS AVENUE CER 3FICATE OF OWNERSHIP ANS DEDICATION CERTIFICATE OF CiTY ENGINEER KS � BRYAN, TEXAS 77803 1 STATE OF TExA-S' I, C t - z PHONE ��%y' ���- 5195 I ------ -------------' City Engineer or the City of College 1 .Station, Texas, here -by . certify that this _Ubdivision Plat conforms to the requirements Of - 1 �:r�ul•JT`r of BP, --,,:)S _ � � g � the Subdivision Regulations of the City of College Station. I Owner and develop life ,�f.., ulYaNn an thT fat, andAL f"LA _ per ,YT 4 a ;r_ ,t �Q( ,yr+Qy� f y& -- designated herein as the LOT 4. LOT 5 & 35' OF LOT 6 - BLOCK H - COLLEGE VISTA /City Engineer d` i e Sf.ibdi`disian To The City of College Station, Texas, and whose names) is/are sf_ibscribed City of Collcge Station P OF herer:o har?btr dedicate to the use of the public fore:ier all streets, alleys, parks, infrastructure, easements, and public places thereon shown for the purpose anQ consideration The _`._ Pxpres,a CERTIFICATE OF CITY PLANNER COL EGE VISTA t - 3 OF^: Irl= amity Planner j.+if ^'t1 orrollege ' : Lv'1 op -+ ti -n, Texas, e_reDL ceriifv +ho' 'Subdivision fat conforms to the. _requirements of E' t :. Mv� `in: >ne oubafvfsfon �>:- OF PORTION r .. � rt n r ir, r'1 } ^/ ,� R lr €-d �R i 111i'� C i 97t.: L,A ,tom ,.: STATE OF _ 1_" "M E ,f fn t i � L_y f .-nner I G tJ, ! 1il%'L , v f` }� City or CGlleae Station :[ !t_. before me, the undersigned authority, on r' • day personally ppeared�� 7 <nTs tea; pe, �onuil U ,� �' ld,I"' t}{:r,_^= _-, t.T•,-; >, ^, , !en%Wi tl ti, me To be the person(s) whose names)- Is,.'ure suitscribed 'to 'he foregoing - : ,. RI CARTER LEAGUE, A— RIC HARD Ll r �8 !� nT t'ft1 CA r ,nstrumant, and acknowledged to me that hethey executed the same for the purpose e,; _ , __.- _ ,_rrL _. _ COLLEGE S I,�,10l�i, BRAZOS COUNTY, T and consideration therein stated �� .,� Y ,� _.,._ Lyr --- TEXAS �,�RT.F[CATE OF THE COUN � i c.LEtRiI� �_r:'iii ;, = _ SLR El's. FEB R UARY 2Ln 15 I LANDOWNER --1 -- __ ::-..: - DOC.yER INFORMATION ui'vcri under lily nunu Lira • Seul ori this /��7 uuy ut .T- .:..., - � _ --L ---- 20�� STATE OF TEXAS r _.. it r,. il. _,.Y==- 1 � c.' _r :1 IhJ'iF Inr1Fh.IT, i('. 5 >"2r :�� :__r. 1 :,u"f f• ryi !n-,�!Sr,+,,.a(�,-, [ytiS -, t COUNTY :f,,_ P,r ,: C ALi JAFFER T� n-•shi 0_. _ L_ ta: i COUN ! r OF BP _ �0 PO BOX 20 I Y - o A 85-93 SNOWFLA 3.14- 979 --------- County Clerk; in and for said county,y, r ( ) 1333 +10 hereby certify that this let 'acether with its certificates of authentication •- �z_ ;• ,.,r,l.. I _ • R uthentTc..t.an rtes riled .__.,.. ,�,.. _ . _._ =� T•--_�� J` , .,laffar<3�gmail Com for -= - th for record ill rTiy arffce uie—I�1">t'Vl day u5 � •jam, iS In , rTo _ar Ii n - - the Deed Records L -Page _ `n,� a i Cunt S:_o,_P �f ni Brazes Cnirnty, Taxes, in e //��.011.= -- - -- FILENAME:0562RP1A SCALE: 1"=20' i - Y, _ _ iam_.�� - ., - -Volum'---, .ter -r Y _ -:- NITT1� mI hand anri- meal, nt m^ office • Texas r -'s t-! J C r SUB(1ITT�D DATE: ,r°13;'15 _ _ tficial' y � _ _ m Bryon, . _xa_ rra�jj}} T 1 SOUTH, JVll S.I1.0. Si_+>�Tlly Ji L. ill3V/l t3`T1'eR ��.. OPHEIM—= _ :. POST OFFICE ' � t��urrty C,.�rk. - - -r' �t;, ,. ,,-,_ ,r� ter`. E`'I� ir,JhJ r.:.,--- ----,::: :: 'tj r�,.'1 J! 1 N COLLEGE STATION. TEl' S 77� pt8iy S#.d Aatmna &, \ _ ,; _, .._ :..._ r{ :. `� F U - :, . -- - Ij ) UR, `:rk';d 6 f - �.A.IL-1- CHEt I Eu 6Y: k.cF-,R I. NAVAJpCOUAiL1' Brazos County, Texas -- _- - _ MYCO p�� - Ju 13 20'18 Ct�t� ENIAIL: G1V11(CL1Z11e111ll��T. Ot11 A -. FIELD BOOK: r•I iA PhGE�: PI /-A - _ OFFICE - 079? 764-0704 RME CONSULTING ENGINEERS - � Rc FA. (979) 7b-� 0 i 04 i � CLIENT NO: PROJECT NO: TE1AS FIRIYI REiJISTIT► No. F-= GENERAL CONSTRUCTION NOTES: GENERAL UTILITY NOTES (PRIVATE --& PUBLICS: 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER { '� 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE MADE A MINIMUM OF CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES &SPECIFICATIONS. SIX INCHES BELOW THE REQUIRED GRADE AND PROVIDE A SAND BED FCR THE PIPING. BACKFILL OVER PIPING SHALL BE MADE WITH \ STOP! v 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN 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 DENS, ( ), WHICHEVER IS GREATER. ALL TRENCHING CALL BEFOREYOUDIG .moi* ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, ^TTY ASTM D698 � ; TEXAS ONE CALL S£STIN - MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON A AND EXCAVATION SHALL BE DONE IN STRICT ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLE _ BEING EXACT OR COMPLETE. IT IS THE i-800-818-4010 _w yt:.. , . ___,:.. ,........::... . ... SAFETY CODES AND STANDARDS. EXISTING CURB CUTS ON ASH / / (AT IMST-2HOMSMM70ntccros> STRE(T SHALL BE REPAIRED / °CR To CC corms IsmLoca�anYan�u crnrrnc f w CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY UAMAk3I=U uivE�, AI ria vwTJ c PEivSE, viHCIHEri - r�Io8m�n «3��Ss��x ,n,Er�,�,nu�,o� ::" TI T! !E DEDE VELOR ENT AND. / ro c �snes` x�vrs DM m �� mhs eccno �cneix 7607 EASTMARK D THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE Ai'PROPRIATE UTILITY COMPANY 48 HOURS 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE UTILITY LINES EXTEND UNDER N R., STE. 252 <77840> PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. CONSTRUCTION of DRIVEWAYS /� �/2" )I R j j �' ", {w P607 OFFICE BOX R., S OF LOTS 4A & SA OF BLOCK H. END, v COLLEGE STATION, TEXAS 77842 FIELD, �1 (IN 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHALL BE BEDDED AND INITIAL BACKFILL CONSISTENT . WITH q� 04 CONCRETE) EMAIL. civil@rmengineer.com CONTACT INFORMATION: NON-STRUCTURAL REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOLaNDATIONS, PAVEMENTS WALKS, ETC...) THE UTILITIES SHALL / /�I" / y / \ OFFICE - (979) 764-0704 TEXAS ONE CALL: 800.-245-4545 BE BEDDED AND INITIAL BACKFILLED WITH CEMENT STABILIZED SAND. FINAL BACKFILL IN THESE AREAS SHALL BE COMPACTED BY / / ` O� / / FAX - (979 764-0704 LONE STAR ONE CALL: (800) .669-8344 [� \ ) MECHANICAL TAMPING TO STRUCTURAL COMPACTION REQUIREMENTS. // �.J �/ \ TEXAS FIRM REGISTRATION No. F-4695 TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 20 40 CoCS: ELECTRICAL DIVISION - (979) 764-3660 �\� +� \ 4, THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S � � O ■� SURVEYOR CoCS: WATER &SEWER DIVISION - (979) 764-3435 RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL THE SCALE: i^ = 20' KERR SURVEYING, LLC BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR MATERIALS AND EQUIPMENT. / L- VERIZON: BRENDA VAJDOK - (979) 821-4770 ET COLLEGE STATION, 505 CHURCH STREET 77841 ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND INSTALLATIONS WITH EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 REGULATORY INSPECTOR. tn SOT OFF: (979 \ !^ )79) 691-8904 268-3195 /rI LQ� 0 FAX: (9 SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 CITGO GAS: DOUG CLINE - (713) 416-1289 6. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR TO DETERMINE ENERGY TRANSFER PIPELINE: BENNY LOYD - (979) 820-5751 THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL. \ SUDDENLINK: MIKE LAVENDER - (979) 846-2229- 7. CONTRACTOR SHALL MARK ALL SERVICE LEADS WITH A METAL "T" POST, PAINTED BLUE FOR WATER AND GREEN FOR SEWER, APPROX. LOCATION �uISr ` / plG�(iQ O� qC SQ.'S' \ t n11p �� \ 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. BURIED A MINIMUM OF S INTO THE GROUND. O, IP i,.� << . WATER LINE�� O �,p �� \ 4. THE CONTRACTOR SHALL 13E RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE DINES THAT ARE � ¢ � / 9 6R A CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVI CE LINES ARE CUT, BROKEN, OR ` ���6+. DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND PUBLIC UTILITY NOTES: / / \ y. 17 1. CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 1. THE 2012 B/CS UNIFIED TECHNICAL SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION SHALL GOVERN ON THIS PROJECT FOR / \ r_ CCEPTABLE / I 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND AALL PUBLIC UTILITY IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL TESTS CONTAIN \ 5 P.U_E. MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND THEREIN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR DISCREPANC ED / / ` DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND CON5TRUCTION PLANS AND SPECIFICATIONS. IES OCCUR WITH THE ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 6. CONTRACTOR SHALL COMPLY 2. THE CITY OF COLLEGE STATION WILL REQUIRE THE TESTING OF COMPACTION FOR ALL BACKFILL IN TRENCHES FOR PUBLIC / CONTRACTOR .. Y WlTFI LATEST EDITION C}F OSHA RFC,tII, ATlC}NS AN[} Tt-IE STAIF nF TEXAS LAWS CONCERNING WATER, CFwFR anlcl nRAlnrArF I InIF"� I THE COMPACTION TEST _CH_nw n THE ,q J F „ E COMPA , ,, ,, THAT ., .� SPECIFICATIONS ARE (`Jnr MET, THE CONTRACTORMARK DATE DESCRIPTION EXCAVATION. ,.�..�.. ,,..., �..,,.,.,,.,� �..� /6 WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY TEST EACH SUBSEQUENT TEST UNTIL IT MEETS OR EXCEEDS THE / SPECIFICATIONS. / iy I �\ �\ 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE ENTIRE \ \ DURATION OF CONSTRUCTION OF THIS PROJECT_ CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT 3. GUT SHEETS FOR ALL NECESSARY UTILITIES SHALL BE PROVIDED, BY THE CONTRACTOR AS \ \ \ LOT 4A / SUBSTANTIALL CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO THEY BECOME AVAILABLE PRIOR TO / '� ti BLOCK H f WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURNING CONSTRUCTION OF THE WORK COVERED BY THE CUT SHEETS, AND SUBMITTED TO THE CITY'S ENGINEERING INSPECTOR. / ' ti\ COML TE ,. � APPROX. LOCATION � /� , � \ \ / / AME TO THE CITY ENGINEER. OF EXISTING ' \ A�?\` 4. TRENCH BACKFILL (UNLESS OTHERWISE NOTED): / ISSUED WATER SERVICE �y / .�., / / OR (A) UNDER PROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS INITIAL BEDDING / 8. THE CONTRACTOR.. SHALL BE .RESPONSIBLE FOR. SAFEGUARDING AND PROTECTING .ALL MATERIAL AND EQUIPMENT STORED NG ON THE )� &BACKFILL SHALL BE CEMENT \ st)3\ / i / SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STAR -AGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TQ STABILIZED SAND BEDDING AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL SHALL CONSIST S CLASS CONSTRUCTION PREVENT INJURIES, DURING AND AFTER- WORKING HOURS, UNTIL PROJECT COMPLETION. III MATERIAL IN LIEU OF CLASS IVB SOILS AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS fi0 A DENSITY OF NOT LESS THAN /P 98% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D -C98 ATA MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM � ~ 1� ' 311 r � /r 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND. OBTAIN ALL REQUIRED- PERMITS- AND INSPECTION MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT / \ '�O 5' i •SO P.U.E. APPROVALS FOR .ALL WORK SHOWN. LOCATIONS SP=ECIFIED BY THE ENGINEERING INSPECTOR-. TESTS SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS \ u j APPROX. LOCATION' ! ,. �� , CONSTRUCTION DRAWINGS DIRECTED OTHERWISE BY THE INSPECTOR. �\ OF EXISTING ISSUED .P 10. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING (B) IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING .& BACKFILL SHALL BE BANK RIVER SAND. FINAL BACKFILL MAY BE \\ \ PRIOR TO THIS / "� 5' P.U.E `: \ \ SANITARY SEWER / CONDITIONS OR BETTER. FINELY DIVIDED EXCAVATION MATERIAL AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A DENSITY OF NOT LESS THAN 905v. OF EDT \ \ SERVICE DATE ARE 5A / / � E REPLACED BY STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE., `� \ / BLOCK H / THIS SET $c SHOULD NOT 11. ALL EXPOSED DIRT SURFACES SHALL. BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO THE SAME DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS CONDITIONS OR BETTER. \ \ SPECIFIED BY THE ENGINEERING INSPECTOR TEST SHOULD BE PERFORMED IN THE INSPECTOR=S PRESENCE UNLESS DIRECTED BE USED FOR OTHERWISE BY THE INSPECTOR. �y / � ; 5' P,41,E, \ \ \ \ / ,� L�• � CONSTRUCTION. 12. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT SHALL BE CLEANED DAILY. 5. CONTRACTOR SHALL INSTALL 14 GAUGE SOLID COPPER TRACING WIRE DIRECTLY ABOVE ALL PVC PUBLIC UTILITY LINES, TAPED 4 � \ \ \ � ,�, -�E. OF 7E ��P••.....A�'46, 113. 1 THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. EVERY 1C, AND METAL DETECTOR TAPE SHALL BE PLACED ABOVE THE LINE N0 DEEPER THAN 24", PER B/CS STANDARD +�� \ ` 1 CONSTRUCTION DETAIL W1-03. ♦ A* *!i® � \ APPROX. LOCATION mss OF EXISTING \ / / + / / 9s SANITARYSERVICE P. U. E. \ \ `! �. ^R-- TCALFr{ 40 4' JI 1 / S `ter.'". - ,+z• z. sr / 1/2" I.R. �O 9V (END.) 6 . P.U.E. / � O'� QP '►`►'�' 137/87 I ,\ro• DoT / Qy y F� ,y \ f 10'' P. U. E_ V \ 6';o \ / ~516/717 \ Z APPROX. LOCATION OF EXISTING 6 f WATER LINE QAPPROX. LOCATION / / , / X Lj \ OF EXISTING F" 1/2" I.R. (SET) W SANITARY SEWER / �/ Cpm \--(1/2" I.R. FND. BEARS: N49'26'47"W-0.79') PROVEMENT Z 0 0 Z rd, ABANDONE EXISTING WATER Q (� J o s� / ,�°� / SERVICE, TO TAPPING �- \\\ f , G' \ / �1� SADDLE AND CLOSE Q_ S \ 0 I.VKrVKA TIM- �TOF, ac O 5 \�9 l\ REMOVE EXISTING PIPING LLILO \ 20' (EXCEPT UNDER STREET) (' m J � EASEMENTMENT,, o e 516/717 INcT"' }E J J46 Z > O \ 1/9" I.R. (FNn,) I FOR �- J e � � \ \ (IN CONCRETE) \ p IRE V Q H UTILITYPLAN W -- 00 zLt •� W"- NOTES. o C�E� p L4 S I✓ _�� CONNECT SERVICE TO � C i IGD h R I � '�0 EXISTING 2" WATER LINE ant :;_ Brass bushing IFS -1I" x,4"' LOTS 4. L r ff .. UPPI 0w/2"x 1" TEE Meter nipple - C38-23-2 6 3.14" BLOCK I Ball valve � k��5 ��L ► + • �-F�erf1 F� }�19 +R I' -- @ Ball v lboxve and lid: Old Castle teeter YTS 4 p pF y�� SPR 1 7 1QI��� I INSTALL 1" BALL VALVE ON 3 Servlec. Wh n_ Type- K r:nnn�r _ ce�ft .10 I,�e�x, CI lid with Reader I#36 � SERVICE AND NEXT TO TEE �� ' ' TYE� - - rr • - l 2 @ Ford ale adapter -C84 -44-I" �� rr r.0LLF_GE ESTATION I CONNECTION (THIS IS IN 14'te �r�iGilt/�t"i Meter tax valve: til ADDITIONAL TO I.D. #8) 5=Ford Ari ieStap.13AI-3-342W.`i"' CUSTOMER xA =ford Straight St0P - B11-444'4 -1" VALUE 1! 151 SEE REVISED NOTES ABOVE TR I (` HT R --kN GLE TAP - (3/411 SWT1-00 54 2� CLIENT INFORMATION SALAMI INVESTMENTS, LLC C/o ALI JAFFER PO BOX 2079 SNOWFLAKE, AZ 85937 (979) 314-1333 EMAIL: aliejaffar@gmail.com FILENAME: 0562UP 1 A_ SCALE: 1"=40' SUBMITTED DATE: 2/13/15 REVISED: 3/23/15 DRAWN BY: R.A.M. CHECKED BY- R.A.M. �Lv u i IUK. N/A j PACES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 220 - 0446 Pool SHEET 1 OF 1 GENERAL CONSTRUCTION NOTE : GENERAL UTILITY NOTES (PRIVATE & PUBLIC :_ / // / _ TO GRADE. EXCAVATION SHALL BE MADE A MINIMUM OF ` 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. 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 / 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ADJACENT UNDISTURBED EARTH OR TO 95% STANDARD PROCTOR DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TRENCHING ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, AND EXCAVATION SHALL BE DONE IN STRICT ACCORDANCE WITH CURRENT OSHA REQUIREMENTS AND ALL OTHER APPLICABLE STREET CURB CUTS ON ASH MEASUREMENTS TAKEN- IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE SAFETY CODES AND STANDARDS. T SHALL BE REPAIRED nre-nne.ir"n, ,-ry -rn VU— 10 r r-nn,n „ -nrr ni REPAIR v DAMAGED „n,rr� n -r ,un muni rinrnitr un ,r-r„rn HATH T,1' -IE REUEVELuPAdLNT AND I P CONTRACTOR'S RREJrU1VJ13ILI1 T IU AVU1u ALL EX1SIIIVb UTILI TIES AIVI) REPAIR ANT DAMAGED LIIVEJ, Al 1'11,) UMN IIAPENSE, vvnr imr-H N CONSTFUCl10N OF DRIVEWAYS THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE UTILITY LINES EXTEND UNDER OF LOTS 4A & 5A OF BLOCK H. + „� (FND.) PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. /� G _ O� (IN FIELD. / �Q. ��% CONCRETE) 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHALL BE BEDDED AND INITIAL BACKFILL CONSISTENT WITH CONTACT INFORMATION: NON-STRUCTURAL REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) THE UTILITIES SHALL TEXAS ONE CALL:. 800-2.45-4545 BE BEDDED AND INITIAL BACKFILLED WITH CEMENT STABILIZED SAND. FINAL BACKFILL IN THESE AREAS SHALL BE COMPACTED BY / g ,e;� • �f. \ LONE STAR .ONE CALL: (.80.0) _6.69-B344 MECHANICAL TAMPING TO STRUCTURAL COMPACTION REQUIREMENTS. D 20 40 / TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 � ' / \ CoCS: ELECTRICAL DIVISION - (979) 764-3660 4. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE 1N ACCORDANCE WITH THE MANUFACTURERS � � CoCS: WATER & SEWER DIVISION - (979) 764-3435 RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE SCALE: 1” = 20' BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR MATERIALS AND EQUIPMENT. VERIZON: BRENDA VAJDOK - (979) 821-4770 5, CONTRACTOR SHALL BE RESPONSIBLE Fill? COORDINATING ALL t'(}1INEC TIONS To IPI IRI 1C' C`(I-,TFNAC ANn IKICTAI l`aTllnNC w1Ti l ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 ` """""' "" v""_ L �0 REGULATORY INSPECTOR. EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 / 14 `+ (i� < SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 6. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CONTRACTOR TO DETERMINEO CITGO GAS: DOUG CLINE - (713) 416-1289 THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S AI�PROVAL.F! h,� �s A G� ENERGY TRANSFER PIPELINE: BENNY LOYD - (979) 820-5751 / / � % c O�G�O 0 �' '10 tS�j.'y SUDDENLINK: MIKE LAVENDER - (979) 846-2229 7. CONTRACTOR SHALL. MARK. ALL SERVICE LEADS WITH A METAL "T" POST, PAINTED BLUE FOR. WATER AND GREEN FOR SEWER, APPROX. Vt�OCAl10N / _4\ 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. BURIED A MINIMUM OF 3' INTO THE GROUND. v WATER LINE / 4A9 qol S,o 4- THE CONTRACTOR SHALL eE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE ` t'O ��% S, CF<�4 O CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR PUBLIC UTILITY NOTES: / / ~ h� l/ yrs GSF DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE U11LITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND . CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 1. THE 2012 B/CS UNIFIED TECHNICAL SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION SHALL GOVERN ON THIS PROJECT FOR // �\ • "-5' P.U.E. 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE ALL PUBLIC UTILITY IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL TESTS CONTAINED , MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND THEREIN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR DISCREPANCIES OCCUR WITH THE DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND CONSTRUCTION PLANS AND SPECIFICATIONS. ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. / s� �1t/VVVVVVI_11 N r<< ST'COP!_ 1 CALL BEFORE YOU DIG z> ,amc C srs101 r. � 1-000-245-4545 (A7 LEAST 7E HURS ITIM 10 DIGGING) 4AQ61nT,!�. wn-IaacmB IS 70 LOCAIE MY ATT Al LTI I • L ncs 3 eelar 7o mnsma�ta; Ann Is sllru� erseo�stn>E na ALL nAuaccs 70 E{IM IneB DIE 70 ANY 000&CLTIak ACTIVITY. _ 7607 EASTMARK. DR., STE. 252 <77840> V V V I V v PC"T CEEICE LOQ °?53 COLLEGE STATION, TEXAS 77842 EMAIL: eivil@rmengineer.com OFFICE - (979) 764-0704 \ FAX - (979) 764-0704 TEXAS FIRM RE.GI.STRATION No. F4695 SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268-3195 FAY.: (9 79) 69 1 —8904 2. THE CITY OF COLLEGE STATION WILL REQUIRE THE TESTING OF COMPACTION FOR ALL BACKFILL IN TRENCHES FOR PUBLIC / \ \ %� 'MARK DATE I DESCRIPTION I ATInN.S A A TH'F P A n. C ARF tAFT THF C C1tUTR'AC TCI / \. / "� / CONTRACTOR SHAI t CO Pr. Y WITH I A ST EDITION OF OSHA RFrtlt D THF STATE nF TFXAS I AWS CONCFRNINr WATFR EWER AND DRAINAGE r INFO IF THF C OMPAC'TION TEST SHOW 6. _....-- COMPLY ...... _.TE -- ---T!--- -- --.... .._---...._..: ..N_ ..._ _...._ _. ._...._ _....---..__......-_ .....�. 5�.,". ..,.� �........,.,� �.,.�... .. ...� ..,............... .�.,. .,,..,,, TH..T .,,� S, ECIFIC..TL,N., ....� NOT ..,� .,.� R � / SUBSTANTIALLY EXCAVATION. WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL IT MEETS OR EXCEEDS THE / k /,� \ \SPECIFICATIONS. / \ \ LOT 4A 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE ENTIRE COMPLETE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL. MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT 3. CUT SHEETS FOR ALL NECESSARY UTILITIES SHALL BE PROVIDED, BY THE CONTRACTOR, AS THEY BECOME AVAILABLE PRIOR TO / / "�\ '�\ BLOCK H / ti E MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT CONDITIONS DURING CONSTRUCTION. THESE REDLINE T WHO CONSTRUCTION OF THE WORK COVERED BY THE CUT SHEETS, AND SUBMITTED TO THE CITY'S ENGINEERING INSPECTOR. / 'I! f \\` .��\� \ ��' ISSUED FOR WILL MAKE THE CHANGES ON. THE ORIGINAL TRACINGS,. LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS AND RETURNING / ,/ APPROX. EXISTING /1 ` ` \ SAME TO THE CITY' ENGINEER. 4. TRENCH BACKFILL (UNLESS OTHERWISE NOTED): / WATER SERVICE `� / A / • e/ CONSTRUCTION � 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE (A) UNDER PROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS), INITIAL BEDDING &BACKFILL SHALL BE CEMENT 1' / � \ i� \ / li / STABILIZED SAND BEDDING AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN -6". FINAL BACKFILL SHALL CONSIST OF CLASS / JO9SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO �,�I1 III MATERIAL IN LIEU OF CLASS IVB SOILS AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS fi0 A DENSITY OF NOT LESS THAN '� r PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. 98% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D=1798 ATA MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM / _ \ �p 5' P.U.E. / �' - 200 LINEAR FEET FOR EVERY TWO 2 FEET OF FILL AT - 9 y 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY O \ p, \ ��, CONSTRUCTION DRAWINGS APPROX_ LOCATION: / s� APPROVALS FOR ALL WORK SHOWN. LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TESTS SHOULD BE PERFORMED iN THE INSPECTORS PRESENCE UNLESS / \ \ � � � � ij DIRECTED OTHERWISE BY THE INSPECTOR. / `� \ OF EXISTING / / ISSUED PRIOR TO THIS —5' P.U.E. \ \ SANITARY SEWER / / DATE ARE REPLACED BY 10_ ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING (B) IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING &BACKFILL SHALL BE BANK RIVER SAND. FINAL BACKFILL MAY BE \ \ SERVICE / /i CONDITIONS OR BETTER. FINELY DIVIDED EXCAVATION MATERIAL AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A DENSITY OF NOT LESS THAN 90V. OF LOT 5A � \ , �� THIS SET & SHOULD NOT STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A MOISTURE CONTENT OF 0%" TO 4% OF OPTIMUM MOISTURE. BLOCK H BE USED FOR j 11. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO THE SAME DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS�� CONSTRUCTION. CONDITIONS OR BETTER. SpFr[F[Fn. BY THE FNCI,NFFRI,RIC;" INSPECTOR. TEST SHOULD ILn RF PERFORMED IN THE (NSPFrTOR'S PRESENCE UNLESS DIRECTED G� \ 5' P.U.E, \ t a OTHERWISE BY THE INSPECTOR. v/ mss\ IN, OF Ek�tt� 12. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT SHALL BE \ \ f / gip;.•••• S CLEANED DAILY. 5. CONTRACTOR SHALL INSTALL 14 GAUGE SOLID COPPER TRACING WIRE DIRECTLY ABOVE ALL PVC PUBLIC UTILITY LINES, TAPED $ N, EVERY 10', AND METAL DETECTOR TAPE SHALL BE PLACED. ABOVE THE LINE NO DEEPER THAN 24", PER B/CS STANDARD +Oct \ • i* : '•* �I 13. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. CONSTRUCTION DETAIL W1-03.+�^j \ APPROX. LOCATION / OF EXISTING \ / fR TCALF f SANITARY SEWER ` f... • ..... n ' f \ / / 5 SERVICE 4 P.U.E. 1\� ••.'��� O' \ t'sA s� '� �O 1ao�F. c Ns ` P- /1/2" I.R °° s , I %`6 P.U.E. / (END.) Cl 6+ % w 137/87 T2s , • qy����y /y \ / 10' P.U.E. \ F1 S \ / `516/717 3 \ �W APPROX. LOCATION ` En OF EXISTING 6 / / a WATER LINE / W APPROX. LOCATIONx OF' -EXISTING 6 112" I' R (SET) (✓ �, • (1 2 I.R. FND. I TING \ SANITARY SEWER / spy / , / , F- s � / BEARS: N49'26 47V-0.79) ii ROVEMENi 0 0 Z z i, iL,o ABANDONE EXISTING WATER "�C V� M v ; SERVICE, TO TAPPING J �" ,p \ ,� / co / SADDLE AND CLOSE .. v> \ \ ic�T \ /� j -0) C0RPVRA I ION S T OSP; 'a- -Z c— \ �p REMOVE EXISTING PIPINGL0 UJ �� 20' R.O.W. (EXCEPT UNDER STREET) �. o W m EA5EMENT, •� _ �s J 516/717 INSTALL NEW LONG SIDE J J p SINGLE WATER SERVICE FOR I , > 1=- (w CONCRETE) 3 THIS LOT w/STREET BORE („) �[ �W,r \ 1 1 /7" I r2 (FNn 1 i t Q j UT1L1TY\,,PLA,.__,,,,, s'w--\ (SEE B/CS DETAIL W7-00� s' w \ WITH INDICATED REVISIONS) �� CONNECT SERVICE TO -~ J i icemaddeetinuadr. Brass bushing IPS - I" x 314"• w/2�EXISTXNG� 2"WATERATER LINE y 14 s�ao - 7 Meter nipple - 038-23-2-5 - 314 gall valve Meier box and lid: Old Castle meter INSTALL I" BALL VALVE OR nj tithing: Tyke K C:oPiap-r = enft - i box, Cl lid with Reader #36 SERVICE AND NEXT TO TEE Ford kale adapter- 084-44- I" CONNECTIONTHIS IS IN CONNECTION(THIS box valves OIJSTt'�ttillER ADDITIONAL TO I.D. #8) 6 - Ford Angle stop. 8Ak3.342Vi . I" VALVE 54 = Ford Straight Stop - B1 1-4441111- I i SEE REVISED NOTES ABOVEOUSTOMER - � awns ae.r VMLVC t 3 0-7 €VA % 1 i� jT -CITY OF COLLEGr 11 T7 0 a. 60 LN -I of EASTER'"" LOTS • , I ..OR BLOCK APR 17 ?015 IIIc. COLLEGEk, PIA ENGINEERING rUc INFORMATION ��LAMI INVESTMENTS, LLC � E PO BOX 2079 ISNOWFLAKE, AZ 85937 (979) 314-1333 EMAIL: aliejaffar@gmail.com SUBMITTED DATE: 2/13/15 REVISED: 3/23/15 DRAWN BY: R.A.M. CHECKED BY- RA�l • �, .,>r.�i..��i • • • PM01 WagSHEET .0 iii NOTE - 1, WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2-44? 13ELOW PROPOSED BACK DFCURB MIN SLAB LLEV. FAUST IBU;SET To ALLOW SANITAPY SEWER BERWO 1=, 4" PVC ExT ENSION 2. MARK EACH SERVICE END W114H WfPVC CAP METAL -T" PO$TPAINTIED GREEN, (SEE NOTE 3; I v oil 3. ALL MATERIAL SHALL BE ASTM - - I DaO34 SDR26 Wi GASKETS PVC WYE WITH 4, ALL SERVICE CONNECTIONS & PVC CAP iL LU EXTENSION$ ARC TO 0E INSTALLED ISEE NrjTr-.Z3) I OW WITH THE MAIN LINE CONSTRUCTIOW jr Z __j S. A CLEAN OUT fS 11EQUIRED AND WILL Se INSYALLP0 IRY THE rk "�' UM AT THE ROW FOR EACH SERVICE- fi. WHENSIRRVICE CONNFCTION IS DEEP, CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 4 ,-112 FEET BELOW NATURAL GROUN0, SEE NOTE 6- P! A 1 R -G -W OR EDGE R -O -W OR EDGE OF EASEMENT OF EASEMEN VARIES 3.6` MAX. ($EE NOTE I ANT) fto'rt 0) 4SEE NOTE 1.1)] PVC (SEE 140TE 3)_� tmIN. 1% $LOPE 8-1 Oi 46,�, 8E,NQ_ 7 UJI STACK VARIES 7 IN HEIGHT M LU NOTES: I LOTS 4A & 5A,,� BLOCK H (D Service Saddle, SS straps, Ca threads installed per iman"factpr or's fticammendations. lit Srass bushing IRS - X 3wo Allm" t - - _- ain ypes�� Cambridge EIQO�Seriesoi, Ford deter nipple - C38-23-2-5 - 314" $701500Ball Corporation Stop, valve Ford FIR 100-4- 1 Service tubing: Typ@ K MeWr box and lid: Old Castle meter coppor - soft -1 Y1 box, Cl lid with Reader #36 Ford male adapter - C-84-44- It, @ Meter box valve, 6 = Ford Angle Stop - BA13-342W - 1" FOTrd CUSTOMER -7e -GIV81ght Stop 614 -•4.44'W - -4 VALVE CLISMUER- H. rCOLLEGE 1STA:1 I LOTS 4A & 5A,,� BLOCK H 158 Ef -0 02WA&MO am_qfi*ftftW N N.T.S* 7607 EASTMARK DR., STE. 252 <77840> POST 0 F11 711 lr-'JP- QX a), z _U53 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. 1`469� SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 0 J., PVC (SEE NOTE 31-1 VALVE (WIINA�4 SLOPE) ST0, 45SEN z OFF: (979) 268-3195 " D -yr YEF, WYE SERVKIF Q_ FAX: (979) 691-89C)4 9 -TINTS (5tWLR WYc a r.RV10G PIT J ALLOAIABLE I I TAPPiN(t a FITTING (SEWER 1101YE AND 118 SEND) 7 f3f)TTOFA LIP OF CONINF-04ING C�NP'PT :VL�141"OK'MAIN- F COLLEG E S-TATI ON .60 HOIN CITY C1,11-1 OF COUTCT S 1A7_F__,_ SA N FIT'ALRY -1 STR AQ(7114T 0R A- SEAVER S"ERVIC'T CONN N(J-'rLE TAF 3/4" r Ec riONN 7- EASTE OD GENERAL-CONSTRUCTIONNOMS: 10 1 FAIAT7-00 AIRF VICINITY MAP GENERALU'l"ILITY NMS (PRIVATEFF PU LIQ\ - MARK DATE DESCRIPTION k A A A A A A CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. SIX INCHES BELOW THE REQUIRED GRADE AND PROVIDE A SAND BED FOR THE PIPING. VVVVV1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE EXCAVATION SHALL BE MADE A MINIMUM OF SU�ST�NT'A��� BACKFILL OVER PIPING SHALL BE MADE WITH S_rC>1:11! EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED BY HAND OR MECHANICAL MEANS TO THE DENSITY OF THE CALL BEFORE Yoi Die 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ADJACENT UNDISTURBED EARTH OR TO 95% STANDARD PROCTOR DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TRENCHING TEXAS ONE CALL SYSTEII COMPLETE ON THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COh4PANIES AND, WHERE POSSIBLE, AND EXCAVA_nON SHALL BE DONE IN STRICT ACCORNDANCFE WITH CURRENT OSHA RE-QUIREMENTS A 1-800-245-4545 %1 13 /AINID, ALL OTHIFER APPLICABLE' (AT ILAST 712 0011S RICR 70 DIGGIM MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE SAFETY CODES AND STANDARDS. TWING". ITS ONMACTOR 18 To LOCAM MY AN. ALL ITILITIRS II PAM To m4a;UON AM IS LELY RESTOMMIK FIX ALL D-41AGIES TO EXISTING ftTIES DIESOM ARY COMMECTION ACTIVITY, PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANCES NEED TO BE MADE IN THE PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. 1/2" I.R. THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE UTILITY LINES EXTEND UNDER CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER ISSUED FOR FIELD. _._(FND.) (IN ;34� CONCRETE) NON TEXAS ONE CALL: 800-245-4545 -STRUCTURAL REQUIREMENTS, IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC.,,) THE UTILITIES SHALL CONSTRUCTION DRAWINGS CONTACT INFORMATION: 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHALL BE BEDDED AND INITIAL BACKFILL CONSISTENT WITH 2/13/15 LONE STAR ONE CALL: (800) 669-8,344 BE BEDDED AND INITIAL BACKFILLED WITH CEMENT STABILIZED SAND. FINAL BACKFILL IN THESE AREAS SHALL 13E COMPACTED BY CoCS GPS MONUMENT No.// ISSUED PRIOR TO THIS TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 MECHANICAL TAMPING TO STRUCTURAL COMPACTION REQUIREMENTS. 0 20 40 CoCS: ELECTRICAL DIVISION - (979) 764-3660 4. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN 1 122 BEARS: DATE ARE REPLACED BY CoCS: WATER & SEWER DIVISION - (979) 764-5435 ACCORDANCE WITH THE MANUFACTURER'S THIS SET & SHOULD NOT SCALE: lit 201 RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 0021-5865 CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR MATERIALS AND EQUIPMENT. N 07-37"54" E 19486.08' VERIZON: BRENDA VAJDOK - (979) 821-4770 BE USED FOR CONSTRUCTION. ATMOS ENERGY.- KIMBERLY WINN - (979) 774-2506 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND INSTALLATIONS WITH FXXON-MOBILE: MICHAEL HLUZA (281) 591-3720 REGULATORY INSPECTOR. SEMINOLE PIPELINE: JIM POLAND (979) 421-0460 OF Te�,%Ikj /"o CITGO GAS: DOUG CLINE - (713) 416-1289 6. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. AN -C\ I.- - +4 ENERGY TRANSFER PPEI INE CONTRACTOR TO DETERMINE 411, . 4 . 1� I. �N P17NNY LOYD - (979) q,)n_r,-7,M,1 THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL. zo j ... .... SUDDENLINK: MIKE LAVENDER - (979) 846-2229 ........ jBOtt"A ....... / , p / yO O,f, o S y \ �. • • R a�CALF . APPROX. LOCATION All, 7. CONTRACTOR SHALL MARK ALL SERVICE LEADS WITH A METAL "T" POST, PAINTED BLUE FOR WATER AND GREEN FOR SEWER, �Kl CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. BURIED A MINIMUM OF 3' INTO THE GROUND. OF EXISTING 2" 3. WATER LINE 5, 0 4. THE CONTRACTOR SHALL BE RESPONSIBLE /6 FOR THE PROTECTION OF ALL EXISTING 5%77 6""', N UTILITIES OR SERVICE LINES THAT ARE CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT,, BROKEN, OR pl I 0 0 DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE -LINE WITH THE. SAME TYPE_ OF MATERIAL AND RLIC UTILITY NOTES; 4 lrl>* CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. JI CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE 1. THE 2012 B/CS UNIFIED TECHNICAL SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION SHALL GOVERN ON THIS PROJECT FOR 6y 5. DURING THE EXECUTION OF THE WORK, THE CONTRA VVP MANNER AS FAR ALL PUBLIC UTILITY IMPROvEMENTS. IT SHALL BE THE RESPON51eiLiTy OF THE CONTRACTOR TO PERFORM ALL TESTS CONTAINED 4 AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND THEREIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR DISCREPANCIES OCCUR WITH -THE DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND CONSTRUCTION PLANS AND SPECIFICATIONS. ORDERLY CONDITION /4 ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 1/2" I.R. (FND.) Mr-AM�, 2. THE CITY OF COLLEGE STATION WILL REQUIRE THE TESTING OF COMPACTION FOR ALL BACKFILL IN 4, Cn 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING WATER, SEWER AND DRAINAGE LINES. TRENCHES FOR PUBLIC EXCAVATION. N49*33'59"W-0.36- WILL BE REQUIRED TO RECOMPACT THE IF THE COMPACTION TEST SHOW THAT THE SPECIFICATIONS ARE NOT MET, THE CONTRACTOR ro TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL IT MEETS OR EXCEEDS THE SPECIFICATIONS. QIP Z 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE ENTIRE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING LOT 4A CONDFRONIS DI 1PIt,­ n U A DVI7 1 2 U) f-0I,1QT0I1f-Tf_1KI TI.Jr_-Qr- AS -BUILT 3. CUT SHEETS FOR ALL NECESSARY UTILITIES SHALL BE PROVIDED, BY THE CONTRACTOR, AS THEY BECOME AVAILABLE PRIOR TO BLOCK H < RIE-U.NEE lylnfxf%�rl UP D,RAINING-S IA'LL BE Q11MUITTC VVI t_ --- D T10 TUC Un ErS 11 G N C 0 NS 1 11 T A K I T 11n141 VII 1V WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS CONS -MUCTRON OF _rHE WORK COVERED BY THE CUT SHEETS, AND SUEMI TTED TO THE CITY'S ENGINEERING INSPECTOR. w X SAME TO THE CITY ENGINEER. 'RECORD DRAWINGS", AND RETURNING LLJ 4. TRENCH BACKFILL (UNLESS OTHERWISE NOTED): & 0 0 A�< 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE (A) UNDER PROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS), INITIAL BEDDING & BACKFILL SHALL BE CEMENT %\ �qn( QZ 3 �\z�s Z JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER To STABILIZED SAND BEDDING AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL SHALL CONSIST OF CLASS 3 z < (n � 0 PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. III MATERIAL IN LIEU OF CLASS IV B SOILS AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A DENSITY OF NOT LESS THAN 0_�/ VA - M 98% OF STANDARD MAXIMUM DENSITY AS DETERMINED USING A -5 -EM 9-698 AT A MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM APPROVALS FOR ALL WORK SHOWN. 5' P. U. E. M MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT Ld 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION V) LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TESTS SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS � V N DIRECTED OTHERWISE BY THE INSPECTOR, W • (B) < 10. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING & BACKFILL SHALL BE BANK RIVER SAND. FINAL BACKFILL MAY BE LO UJ it CONDITIONS OR BETTER. FINELY DIVIDED EXCAVATION MATERIAL AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A DENSITY OF NOT LESS THAN 90% OF 0 0 M STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D LOT 5A U_ C;8 z 11. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO THE SAME DENSITY TESTS SHOULD BE -698 AT A MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE BLOCK H 0 S C� 5/8" I.R. (FND) 5: CONDITIONS OR BETTER. PERFORMED AT LEAST EVERY 200 LINEAR FEET FOR EVERY TWO FEET OF FILL AT LOCATION 43 Z SPECIFIED BY THE ENGINEERING (2) INSPECTOR, TEST SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTEDAR": 0� < OTHERWISE BY THE INSPECTOR.43'0�1'38"W-2.37' in 12. THE CONTRACTOR Ib 5' P.U.E.P. U. E. W SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT SHALL BE CLEANED DAILY. 5. CONTRACTOR SHALL INSTALL 14 GAUGE SOLID COPPER TRACING WIRE DIRECTLY ABOVE ALL PVC PUBLIC UTILITY LINES, QTDI Irl-n(-,Kf EVERY 10', AND METAL DETECTOR TAPE SHALL BE Uj Uf0N�IIXV%1II\j14. ft _j ,ON PINS, AND PROPEDTV CORNERS IDImr, f- PLACED ABOVE THE LINE NO DEEPER THAN 24", PER B/CS STANDARD 13. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IP CONIS-imu"C-1100N DETAIL W1-007. TAPED 5 _j C:) 0 C2 OA\ 1/2" I.R. �0 fFND.1 6' P.U.E. i /11/2" I.R. (FND-BENT) S, 4P OM .7 137/87 -BEARS- 1\149"33"59"W-0.84' �Olpl COOS�pTTsCLIENT INFORMATION SALAM INVESTMENTS, LLC 10' P.U.E. 6' PO C/o ALI JAFFER BOX 2079 516/717 SNOWFLAKE, AZ 85937 (979) 314-1333 APPROX. LOCATION /-OF EXISTING 6" IM ROVEMENT # EMAIL: aliejaffar@gmaii.com WA TERR LINE 1 0 AIBANDONE & REMOVE APPROX. LOCATION OF EXISTING 6" 1/2" I.R. (SET) EXISTING SEWER SERVICE 10 SANITARY SEWER \-(1/2" I.R. FND. TO MAIN AN FILENAME: 0562UPlA I SCALE: 1 "=40' 4 - ch D CAP AT MAIN BEARS: N49'26'47"W-0.79') SUBMITTED DATE: 2/13/15 BANDONE & REMOVE REVISED: :.XISTING WATER SERVICE TO APPING SADDLE AND DRAWN BY: R.A.M. CHECKED BY: R.A.M. fj CLOSE CORPORAT1014 S TOP FIELD ROOK: INI/A I PAGES. NIA RME CONSULTING ENGINEERS OAI 00% NSTALL NEW SHORT SIDE CLIENT NO. PROJECT NO. 20' R.O.W. EASEMENT, SEWER SERVICE FOR THIS 516/717 LOT (B/CS DETAIL S7-01) 220 0446 2" I.R. 1� \ \ 24) (FND.) -STALL NEW SHORT SIDE (IN SINGLE WATER SERVICE CONCRETE) FOR UTILITN6.W --- 6'W THIS LOT (B/CS DETAIL y liP 01 W7-00) SHEET OF 1 NOTE: 1. WHERE DOUB LE WYE SERVICE - ELEVATION IS LESS THAN 2 4" BELOW PROPOSED BACK OFCUR B, MIN SLAH ELCV. MUST 131: SET TO ALLOW SANITARY SEWER SERWOE, 2, FAARK EA0H SERVICE END WITH METAL- -T" POST PAINTED GREEN, 3. ALL 11,01ATERIAL SHALL BE ASTM D3034 SDR26 Wi GASKETS 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO SE INSTALLIZO WITH THE IWIAIN LINE CONSTRUCTION; S. A CLEAN OUT IS REQUIRED AND WILL SE INSTALLED 8Y THE Pi UMAPER AT T44E RMV FOR EACH SERVICE. 6, WHEN SERVICE CONNECTION16 11REP, CONTRACTOR MUST PLACE A VERTICAL STACK THAT SHALL BE BROUGHT WITHIN 8--V2 FEET BELOW NATURAL GROUND. AU_ffi%*A13LF_ - TAPPING ARFA 4" PVC EXTENSION WfPVC GAP (;SEE N10TE 3d PVC WYE WITH P%yC CAP INEE NOTE 5) 0 SCC NOTE: 6 11-0-W OR EDGE --4- OFEASEMEN • VARI E-5 .1 or.. 3.5' X. (SEE NOTE 1.) =W .4 W PVC (SEE NOTE -3.13 (haft 1--/A SLOPE) -'TIFIEWYE SERVI(7f 117" TING (5EWLE. TI E} `7 R-0-111 OR EDGE OF EASEMENT___­_­.� I VARIES - 0 3,T MAX. (SEE NOTE 11 IFI ANO NOTC 6) ti i Ii I PVC tSEE NOTE 'A). �Mlftf. SLOPE' I -r S-10.4 BEN' STACK VARIES IN HEIGH Irk 0 STT; 451" SEND Uj TEE Wye SERVICE FITTING (SEWER WYE AND V$ SEND) NOTES: (D (2) Service saddle, SS straps, CC threads in. stalled per mi.3no4facturerNs recommenclations. All tnaih bt " 7,pes: Cambridge 800!9e'r*ies or ford S70 300 Corporation Stop, Ford P13 1000-4-1 Service tubing: T-yp@ K copper - sot- 'd 13)1 Brass bushing IPS. I" x3two Meter nipple - C-38-23-2-5 - 3)4" Ball valve Meter box and lid: Old Castle meter box, Cl lid with Reader #36 Ford ima le adapter`,- 084-44- I" Meter J)ox valve., 6 = Ford Angle Stop - BA13-342W . 1" GA - F6j*d Straight St" - Dii-444W - -111 CLISTOMER- VALVE I CUSTOMER--,, VALVE BOTTOM LIP OF CONNFC101YO PIPE 57HALL NOT PIP RELaW F 60. CENTERLINE 09 MAIN - C1 11 OF _r_1 IL STRAIGHT (-)R ANTGLE TAP - 3 /4'_ r SANIT.I.ARYS-EANISR SER VIC11'.f- C ONNE" T1 EASTE OD F\ -',,T 0 0 AARP 2154 ii VICINITY MAP GENERAL CONSTRUCTION NOTES: MARK DATE DESCRIPTION GENERAL LIT11LIrf" NO MIES (PR11"y`AM_& PUDLI%,A; A A A A A 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE MADE A MINIMUM OF N, VVV V SUBSTANTIALLY CONSTRUCTION DRAWINGS OF DIFFERING D15CIPUNES & 5FE:CIFICA_n0N5, SIX INCHES BELOW THE REQUIRED GRADE AND PROVIDE A SAND BED FOR THE PIPING. BACKFILL OVER PIPING SHALL BE MADE WITH S _r(:311? I CALL DEFORE YOU I)J(i EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED BY HAND OR MECHANICAL MEANS TO THE DENSITY OF THE EXAS ONE CALL SYS -M COMPLETE 2- THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR. ELEVATION OF THE EXISTING UTILITIES AS SHOWN ADJACENT UNDISTURBED EARTH OR TO 95% STANDARD PROCTOR DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TRENCHING 1-800-245-4545 ON THESE CONSTRUCTION PLANS IS BASED ON' RECORDS OF THE VARIOUS UTILITY rnuPAt1d1Fq Nin w"F F CAT LILM 72 HOERS PRICR 70 P GGI&G) AM,ML r POSSIBLE AhIn CW-AN/A-1-Inhi CUA C A 1_%_rUI70 A %,A MM&M is M In= AN11 'HITM ISSUED FOR '" "I'll" IN r\r_IV'1rE__NT13 tAND ALL vint-K APPLIMOBLE' PRIce TO mmumaN MD is MLM Emnim Faa An DAM, V Afl nOnA r'E' IAII'rU fl ODE -1,11 nC.. 0[7nUI0E7,, AND, r-AUIA LL E - UU1141:1 r\r-w WARNING'". MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE SAFETY L J ou CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER FETY CODES AND STANDARDS. CONSTRUCTION 1/2" I.R. THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE UTILITY LINES EXTEND UNDER (FND.) PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. (IN FIELD. 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHAH BE BEDDED AND INITIAL BACKFILL CONSISTENT WITH CONCRETE) 2/13115 CONTACT INFORMA _110N: NON-STRUCTURAL REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) ) THE UTILITIES SHALL CONSTRUCTION DRAWINGS TEXAS ONE CALL: 800-245-4545 ISSUED PRIOR TO THIS LONE STAR ONE CALL: (800) 669-8344 BE BEDDED AND INITIAL BACKFILLED WITH CEMENT STABILIZED SAND. FINAL BACKFILL IN THESE AREAS SHALL BE COMPACTED BY COOS GPS MONUMENT No,'/" TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344--15,377 MECHANICAL TAMPING TO STRUCTURAL COMPACTION REQUIREMENTS. 0 20 40 -4 DATE ARE REPLACED BY 1 122 BEARS: 10) CoCS: ELECTRICAL DIVISION - (979) 764-3660 4. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'SI I .1p THIS SET & SHOULD NOT N- 02-37*54" E - 19486.08-s -k% SCALE: 1" 201 U CoCS: WATER & SEWER DIVISION - (979) 764-3435 RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE BEUSEDFOR BRYAN III -macr- , _ - TERIA I; AND EQUIPMENT -r f' CONSTRUCTION. TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (977/91) 0-2,11 jouj CONTRACTOR SHAI I LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR MA I VERIZON: BRENDA VAJDOK - (979) 821-4770 ATMOS ENERGY. KIMBERLY WINN - (979) 774-2506 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND INSTALLATIONS WITH EXXON -MOBILE: MICHAEL HLUZA - (261) 591-3720 REGULATORY INSPECTOR. b- 01 01>1 OF TE;11111 e SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 L 6. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CITGO GAS: DOUG CLINE - (713) 416-1289 CONTRACTOR TO DETERMINE zo_ It's,P ............. 4.. 1EINIERGY TRANSFE.1 PIPELINE: BENNY LOYD - (979) _8 _2 _0 55 7 _5 1, THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL. 10 R W-9. Z ... ...... .. SUDDENLINK; MIKE LAVENDER - (979) 846-2229 , N .• N ZI n, ilk LEADS WITH A METAL "T" POST, PAINTED BLUE FOR WATER AND GREEN FOR SEWER, OF EXISTING 2" 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. BURIED A MINIMUM OF 3' INTO THE GROUND. WATER LINE C 7. CONTRACTOR SHALL MARK ALL SERVICE APPROX. LOCATION • Z/ 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 ARE CUT, BROKEN ORCO 95 Pl IRII U-1 ITIUTY NOTES:___ DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE U 1O. TILITIES OR SERVICE LINE WITH- T-HE__S-A-mE_--T--YPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 1. THE 2012 B/CS UNIFIED TECHNICAL SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION SHALL GOVERN ON THIS PROJECT FOR 4 43y 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE ALL PUBLIC UTILITY IMPROVEMENTS. IT SHALL BE THE RESPON5101UTY OF THE CONTRACTOR TO PERFORM ALL TE5T'3 CONTAINED 11:�-14 MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND THEREIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR DISCREPANCIES OCCUR WITH THE % DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND CONSTRUCTION PLANS AND SPECIFICATIONS. ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 1/2" I.R. (FND) 40" EXCAVATION. 2. THE CITY OF COLLEGE STATION WILL REQUIRE THE TESTING OF COMPACTION FOR ALL BACKFILL IN TRENCHES FOR PUBLIC 1. (-VU 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING WATER, SEWER AND DRAINAGE LINES. IF THE COMPACTION TEST SHOW THAT THE SPECIFICATIONS ARE NOT MET, THE CONTRACTOR N49*33'59"W-0.36 WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL IT MEETS OR EXCEEDS THE 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE ENTIRE SPECIFICATIONS. LOT 4A N, I UESC, TC7 4. X It - ­� - LAJ KA A DVr / / \ + BLOCK H DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT 3. CUT SHEETS FOR ALL NECESSARY UTILITIES SHALL BE PROVIDED, BY THE CONTRACTOR, AS THEY BECOME AVAILABLE PRIOR TO 2 < CONDI-nn"IS DVVI\IIVVURING rVVIVJ -nII1ZTD11f-T10II. T C -Q RED INE Up PID A IAIIKlf-- W11 I MC- Q1 IMKAIT n Tn TwC- nC71ZjGjj f-nfjQj 11 TA AIT UAIn CONS-IRUC-iiON Cr THE WORK COVERED BY THE CUT SHEEN, WILL MAKE THE CHANGES ON AND SURM17ED TO THE CITY'S ENGINEERING INSPECTOR. THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURNING AXIq SAME TO THE CITY ENGINEER. 4. TRENCH BACKFILL (UNLESS OTHERWISE NOTED): 0 R z 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE (A) UNDER PROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS), INITIAL BEDDINGBACKFILL SHALL BE CEMENT z 0 JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO STABILIZED SAND BEDDING AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL SHALL CONSIST OF CLASS (n M 0 f' 0 PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. III MATERIAL IN LIEU OF CLASS IV B SOILS AND SHALL. BE COMPACTED IN MAXIMUM 8" LIFTS TO A DENSITY OF NOT LESS THAN. _j QR7- n DENSITY AS DETER R A _M 7 STANDARD MAXIMUM DEN WINED USING ASTM D 59- AT .. MOISTURE CONTENT OF 0% TO 4%Z- OF OPTIMUM /N1 5' P, U. F. Q_ W > V) < 0 MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPEC11ON _L Uj N APPROVALS FOR ALL WORK SHOWN. LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TESTS SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS V,� < DIRECTED OTHERWISE BY THE INSPECTOR- LO Uj W 0 IM 1 G. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING (B) IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING & BACKFILL SHALL BE BANK RIVER SAND. FINAL BACKFILL MAY BE CONDITIONS OR BETTER. Uj FINELY DIVIDED EXCAVATION MATERIAL AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A DENSITY OF NOT LESS THAN 90% OF LOT 5A C;8 z STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. BLOCK H 15 0 11. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. 5/8" I.R. (FND) CONDITIONS OR BETTER. YARDS WITH SODD SHALL BE RESODDED TO THE SAME DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS (Y. SPECIFIED BY THE ENGINEERING INSPECTOR. TEST SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED 5' P.U.E. 343*01'38"W-2.37' D < Uj V) OTHERWISE BY THE INSPECTOR. 12. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. CLEANED DAILY. THE PAVEMENT SHALL BE 5. CONTRACTOR SHALL INSTALL 14 GAUGE SOLID COPPER TRACING WIRE DIRECTLY ABOVE ALL PVC PUBLIC UTILITY LINES, TAPED W EVERY 10', AND METAL DETECTOR TAPE SHALL BE PLACED ABOVE 13. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IR01"I PINIQ, AND PDnOC-DT 1"e-IDME-DIZ MIDIM(- f1f)hIQTDI1r1TInhI THE LINE NO DEEPER THAN 24", PER B/CS STANDARD CONG-IMUC-110IN' DETAIL W11-03. 0 F_ _j 0,4e' Ir 1/2" I.R. �0 /1 /2" I.R. (FND-BENT) (FND 6' P.U.E.61 BEARS: 137/87 0,G Cg N49'33'59"W-0.84' 47 t3l:.. a ZPA, CLIENT INFORMATION SALAM INVESTMENTS, LLC 9C�s y \ ` 10' P.U.E. C/o ALI jAFFEER PO BOX 2079 6�S 516/717 SNOWFLAKE, AZ 85937 (979) 314-13-3-3 APPROX. LOCATION IMPROVNENT # OF EXISTING 6" EMAIL: aliejaffar@gmail.com [- 'v'4 A 'fr- R, L 1 N EABANDONE & REMOVE APPROX. LOCATION ' OF EXISTING 6",/p��1/2" I.R. (SET) EXISTING SEWER SERVICE FILENAME: 0562UP1A SANITARY SEWER \-(1/2" I.R. FND. TO MAIN AND CAP AT MAIN SCALE: 1"=40' SUBMITTED DATE: 2/13/15 BEARS: N49'26'47"W-0.79') +1A ABANDONS & REMOVE REVISED: \ ��` / EXISTING WATER SERVICE TO ESQ, ,� /$ DRAWN BY: R.A.M. CHECKED BY: R.A.M. 20 TAPPING SADDLE AND I DA"[7c. "I /A 11P/1 CLOSE CORPORATION S -IC)p FIELD LBOOK: N/A rMUL-0. [y M RME CONSULTING ENGINEERS 0XI � INSTALL NEW SHORT SIDE CLIENT NO. PROJECT NO. 20' R.O.W. SEWER SERVICE FOR THIS \ \ EASEMENT, LOT (B/CS DETAIL S7-01) 220 0446 :31111-5 516/717 1/2;; I.R. (FND.) IIINSTALL NEW SHORT SIDE (IN SINGLE WATER SERVICE FOR CONCRETE) :; THIS LOT (EI/CS DETAIL r11W UTILITY\PLA- N_ PE01 -00) W7 SHEET OF 1 IIWST 17607 EASTMARK DR.- STE. ! OFFICEE BGXX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil@rmengineerxom S OFFICE - (979) 764-0704 FAX - (9 79) 764-0704 TEXAS FIRM REGISTRATION No. F4693 SURVEYOR ` 12 KERR SURVEYING, LLC OR 505 CHURCH STREET COLLEGE STATION, TX 77841 1OFF (979) 268-3195 ........... FAX: (979) 691-8904 BOTTOM LIP OF CONNFC101YO PIPE 57HALL NOT PIP RELaW F 60. CENTERLINE 09 MAIN - C1 11 OF _r_1 IL STRAIGHT (-)R ANTGLE TAP - 3 /4'_ r SANIT.I.ARYS-EANISR SER VIC11'.f- C ONNE" T1 EASTE OD F\ -',,T 0 0 AARP 2154 ii VICINITY MAP GENERAL CONSTRUCTION NOTES: MARK DATE DESCRIPTION GENERAL LIT11LIrf" NO MIES (PR11"y`AM_& PUDLI%,A; A A A A A 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER 1. ALL EXCAVATION FOR UNDERGROUND UTILITIES SHALL BE MADE TRUE TO GRADE. EXCAVATION SHALL BE MADE A MINIMUM OF N, VVV V SUBSTANTIALLY CONSTRUCTION DRAWINGS OF DIFFERING D15CIPUNES & 5FE:CIFICA_n0N5, SIX INCHES BELOW THE REQUIRED GRADE AND PROVIDE A SAND BED FOR THE PIPING. BACKFILL OVER PIPING SHALL BE MADE WITH S _r(:311? I CALL DEFORE YOU I)J(i EARTH OR FILL SAND, FREE OF DEBRIS, AND SHALL BE TAMPED BY HAND OR MECHANICAL MEANS TO THE DENSITY OF THE EXAS ONE CALL SYS -M COMPLETE 2- THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR. ELEVATION OF THE EXISTING UTILITIES AS SHOWN ADJACENT UNDISTURBED EARTH OR TO 95% STANDARD PROCTOR DENSITY (ASTM D698), WHICHEVER IS GREATER. ALL TRENCHING 1-800-245-4545 ON THESE CONSTRUCTION PLANS IS BASED ON' RECORDS OF THE VARIOUS UTILITY rnuPAt1d1Fq Nin w"F F CAT LILM 72 HOERS PRICR 70 P GGI&G) AM,ML r POSSIBLE AhIn CW-AN/A-1-Inhi CUA C A 1_%_rUI70 A %,A MM&M is M In= AN11 'HITM ISSUED FOR '" "I'll" IN r\r_IV'1rE__NT13 tAND ALL vint-K APPLIMOBLE' PRIce TO mmumaN MD is MLM Emnim Faa An DAM, V Afl nOnA r'E' IAII'rU fl ODE -1,11 nC.. 0[7nUI0E7,, AND, r-AUIA LL E - UU1141:1 r\r-w WARNING'". MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE SAFETY L J ou CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER FETY CODES AND STANDARDS. CONSTRUCTION 1/2" I.R. THE UTILITY IS SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS 2. MINIMUM BURY OR COVER SPECIFIED IS TO BE MEASURED FROM FINISHED GRADES. WHERE UTILITY LINES EXTEND UNDER (FND.) PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE PAVEMENT, THE BURY OR COVER SHALL BE MEASURED FROM THE BOTTOM OF THE STRUCTURE. (IN FIELD. 3. UTILITY INSTALLATIONS IN NON-STRUCTURAL AREAS SHAH BE BEDDED AND INITIAL BACKFILL CONSISTENT WITH CONCRETE) 2/13115 CONTACT INFORMA _110N: NON-STRUCTURAL REQUIREMENTS. IN STRUCTURAL AREAS (UNDER FOUNDATIONS, PAVEMENTS, WALKS, ETC...) ) THE UTILITIES SHALL CONSTRUCTION DRAWINGS TEXAS ONE CALL: 800-245-4545 ISSUED PRIOR TO THIS LONE STAR ONE CALL: (800) 669-8344 BE BEDDED AND INITIAL BACKFILLED WITH CEMENT STABILIZED SAND. FINAL BACKFILL IN THESE AREAS SHALL BE COMPACTED BY COOS GPS MONUMENT No,'/" TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344--15,377 MECHANICAL TAMPING TO STRUCTURAL COMPACTION REQUIREMENTS. 0 20 40 -4 DATE ARE REPLACED BY 1 122 BEARS: 10) CoCS: ELECTRICAL DIVISION - (979) 764-3660 4. THE LOADING AND UNLOADING OF ALL PIPE AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'SI I .1p THIS SET & SHOULD NOT N- 02-37*54" E - 19486.08-s -k% SCALE: 1" 201 U CoCS: WATER & SEWER DIVISION - (979) 764-3435 RECOMMENDED PRACTICES AND SHALL, AT ALL TIMES, BE PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE BEUSEDFOR BRYAN III -macr- , _ - TERIA I; AND EQUIPMENT -r f' CONSTRUCTION. TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (977/91) 0-2,11 jouj CONTRACTOR SHAI I LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS FOR MA I VERIZON: BRENDA VAJDOK - (979) 821-4770 ATMOS ENERGY. KIMBERLY WINN - (979) 774-2506 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND INSTALLATIONS WITH EXXON -MOBILE: MICHAEL HLUZA - (261) 591-3720 REGULATORY INSPECTOR. b- 01 01>1 OF TE;11111 e SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 L 6. THIS PROJECT SHALL BE BUILT BY MEANS OF OPEN CUT EXCEPT AS NOTED ON THE DRAWINGS. CITGO GAS: DOUG CLINE - (713) 416-1289 CONTRACTOR TO DETERMINE zo_ It's,P ............. 4.. 1EINIERGY TRANSFE.1 PIPELINE: BENNY LOYD - (979) _8 _2 _0 55 7 _5 1, THE LOCATIONS OF BORE PITS IN FIELD SUBJECT TO THE INSPECTOR'S APPROVAL. 10 R W-9. Z ... ...... .. SUDDENLINK; MIKE LAVENDER - (979) 846-2229 , N .• N ZI n, ilk LEADS WITH A METAL "T" POST, PAINTED BLUE FOR WATER AND GREEN FOR SEWER, OF EXISTING 2" 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. BURIED A MINIMUM OF 3' INTO THE GROUND. WATER LINE C 7. CONTRACTOR SHALL MARK ALL SERVICE APPROX. LOCATION • Z/ 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 ARE CUT, BROKEN ORCO 95 Pl IRII U-1 ITIUTY NOTES:___ DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE U 1O. TILITIES OR SERVICE LINE WITH- T-HE__S-A-mE_--T--YPE OF MATERIAL AND CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. 1. THE 2012 B/CS UNIFIED TECHNICAL SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION SHALL GOVERN ON THIS PROJECT FOR 4 43y 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE ALL PUBLIC UTILITY IMPROVEMENTS. IT SHALL BE THE RESPON5101UTY OF THE CONTRACTOR TO PERFORM ALL TE5T'3 CONTAINED 11:�-14 MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND THEREIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY CONFLICTS OR DISCREPANCIES OCCUR WITH THE % DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND CONSTRUCTION PLANS AND SPECIFICATIONS. ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 1/2" I.R. (FND) 40" EXCAVATION. 2. THE CITY OF COLLEGE STATION WILL REQUIRE THE TESTING OF COMPACTION FOR ALL BACKFILL IN TRENCHES FOR PUBLIC 1. (-VU 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING WATER, SEWER AND DRAINAGE LINES. IF THE COMPACTION TEST SHOW THAT THE SPECIFICATIONS ARE NOT MET, THE CONTRACTOR N49*33'59"W-0.36 WILL BE REQUIRED TO RECOMPACT THE TRENCH AND PAY FOR EACH SUBSEQUENT TEST UNTIL IT MEETS OR EXCEEDS THE 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE ENTIRE SPECIFICATIONS. LOT 4A N, I UESC, TC7 4. X It - ­� - LAJ KA A DVr / / \ + BLOCK H DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT 3. CUT SHEETS FOR ALL NECESSARY UTILITIES SHALL BE PROVIDED, BY THE CONTRACTOR, AS THEY BECOME AVAILABLE PRIOR TO 2 < CONDI-nn"IS DVVI\IIVVURING rVVIVJ -nII1ZTD11f-T10II. T C -Q RED INE Up PID A IAIIKlf-- W11 I MC- Q1 IMKAIT n Tn TwC- nC71ZjGjj f-nfjQj 11 TA AIT UAIn CONS-IRUC-iiON Cr THE WORK COVERED BY THE CUT SHEEN, WILL MAKE THE CHANGES ON AND SURM17ED TO THE CITY'S ENGINEERING INSPECTOR. THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURNING AXIq SAME TO THE CITY ENGINEER. 4. TRENCH BACKFILL (UNLESS OTHERWISE NOTED): 0 R z 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE (A) UNDER PROPOSED STREETS AND STRUCTURES (INCLUDING SIDEWALKS), INITIAL BEDDINGBACKFILL SHALL BE CEMENT z 0 JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO STABILIZED SAND BEDDING AND SHALL BE COMPACTED IN LIFTS NOT GREATER THAN 6". FINAL BACKFILL SHALL CONSIST OF CLASS (n M 0 f' 0 PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. III MATERIAL IN LIEU OF CLASS IV B SOILS AND SHALL. BE COMPACTED IN MAXIMUM 8" LIFTS TO A DENSITY OF NOT LESS THAN. _j QR7- n DENSITY AS DETER R A _M 7 STANDARD MAXIMUM DEN WINED USING ASTM D 59- AT .. MOISTURE CONTENT OF 0% TO 4%Z- OF OPTIMUM /N1 5' P, U. F. Q_ W > V) < 0 MOISTURE. DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPEC11ON _L Uj N APPROVALS FOR ALL WORK SHOWN. LOCATIONS SPECIFIED BY THE ENGINEERING INSPECTOR. TESTS SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS V,� < DIRECTED OTHERWISE BY THE INSPECTOR- LO Uj W 0 IM 1 G. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING (B) IN AREAS NOT UNDER STRUCTURES, INITIAL BEDDING & BACKFILL SHALL BE BANK RIVER SAND. FINAL BACKFILL MAY BE CONDITIONS OR BETTER. Uj FINELY DIVIDED EXCAVATION MATERIAL AND SHALL BE COMPACTED IN MAXIMUM 8" LIFTS TO A DENSITY OF NOT LESS THAN 90% OF LOT 5A C;8 z STANDARD MAXIMUM DENSITY AS DETERMINED USING ASTM D-698 AT A MOISTURE CONTENT OF 0% TO 4% OF OPTIMUM MOISTURE. BLOCK H 15 0 11. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. 5/8" I.R. (FND) CONDITIONS OR BETTER. YARDS WITH SODD SHALL BE RESODDED TO THE SAME DENSITY TESTS SHOULD BE PERFORMED AT LEAST EVERY 200 LINEAR FEET FOR EVERY TWO (2) FEET OF FILL AT LOCATIONS (Y. SPECIFIED BY THE ENGINEERING INSPECTOR. TEST SHOULD BE PERFORMED IN THE INSPECTOR'S PRESENCE UNLESS DIRECTED 5' P.U.E. 343*01'38"W-2.37' D < Uj V) OTHERWISE BY THE INSPECTOR. 12. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. CLEANED DAILY. THE PAVEMENT SHALL BE 5. CONTRACTOR SHALL INSTALL 14 GAUGE SOLID COPPER TRACING WIRE DIRECTLY ABOVE ALL PVC PUBLIC UTILITY LINES, TAPED W EVERY 10', AND METAL DETECTOR TAPE SHALL BE PLACED ABOVE 13. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IR01"I PINIQ, AND PDnOC-DT 1"e-IDME-DIZ MIDIM(- f1f)hIQTDI1r1TInhI THE LINE NO DEEPER THAN 24", PER B/CS STANDARD CONG-IMUC-110IN' DETAIL W11-03. 0 F_ _j 0,4e' Ir 1/2" I.R. �0 /1 /2" I.R. (FND-BENT) (FND 6' P.U.E.61 BEARS: 137/87 0,G Cg N49'33'59"W-0.84' 47 t3l:.. a ZPA, CLIENT INFORMATION SALAM INVESTMENTS, LLC 9C�s y \ ` 10' P.U.E. C/o ALI jAFFEER PO BOX 2079 6�S 516/717 SNOWFLAKE, AZ 85937 (979) 314-13-3-3 APPROX. LOCATION IMPROVNENT # OF EXISTING 6" EMAIL: aliejaffar@gmail.com [- 'v'4 A 'fr- R, L 1 N EABANDONE & REMOVE APPROX. LOCATION ' OF EXISTING 6",/p��1/2" I.R. (SET) EXISTING SEWER SERVICE FILENAME: 0562UP1A SANITARY SEWER \-(1/2" I.R. FND. TO MAIN AND CAP AT MAIN SCALE: 1"=40' SUBMITTED DATE: 2/13/15 BEARS: N49'26'47"W-0.79') +1A ABANDONS & REMOVE REVISED: \ ��` / EXISTING WATER SERVICE TO ESQ, ,� /$ DRAWN BY: R.A.M. CHECKED BY: R.A.M. 20 TAPPING SADDLE AND I DA"[7c. "I /A 11P/1 CLOSE CORPORATION S -IC)p FIELD LBOOK: N/A rMUL-0. [y M RME CONSULTING ENGINEERS 0XI � INSTALL NEW SHORT SIDE CLIENT NO. PROJECT NO. 20' R.O.W. SEWER SERVICE FOR THIS \ \ EASEMENT, LOT (B/CS DETAIL S7-01) 220 0446 :31111-5 516/717 1/2;; I.R. (FND.) IIINSTALL NEW SHORT SIDE (IN SINGLE WATER SERVICE FOR CONCRETE) :; THIS LOT (EI/CS DETAIL r11W UTILITY\PLA- N_ PE01 -00) W7 SHEET OF 1 1/2" I.R. (FND.) (IN CONCRETE) 1/2- I.R. (FND.) (IN CONCRETE) CoCS GPS MONUMENT No, A�`�".ySY/ `CoCS GPS. MONUMENT No. . 122 BEARS �o� ti/� 122 BEARS: , �� N 02 37 54 E — 1,486.08 �G, o� , o�� N — • 02 37 54 E 1,486.08 0 20 40 0 20 40 SCALE: 1" -= 20'°l Z pc SCALE: 1„ = 20'F�0IGO��t4 o / / `�/ �@�� �� / / ♦ S Al°FyhO�C,p� yc�SJ.h, / �1 / `�0 '?6 �� �(/ 4, r1ocCSJOP X call �Josr y� O a o O � ��'� a\��` FTyti ycF�'p'op / _ h4 ��+ ��/ l``\,2 '��'S' GS�c. ~ 01 ^� % 3 6�� h ����,Asop \ ^3°c �o / / / 5' P.U.E. n e o•�/ ,h , � Y 41 'o' "O.'>' 1�1' 1/2 I.R. (FND.) Bch N ���� / \\ 5 U P..E. BEARS: N49°33'59" W-0.36' \ ti / / ti ♦ 1 e \ \ \ \s LOT 4R BLOCK H o'° QA / Goy \ 80 0 / �a5��c, / \ / \\ 5' P \ .U.E. 4' P.U.E.---r,,, S l \r °Q' / �5' U P. 0.164 ACRE VARIABLE A� o��Q� E. WIDTH PRIVATE CROSS l�Q�O O,c+ \ / ♦ ��t y\ / ACCESS &PARKING y O� ♦ ��`�R1 / 5/8" I.R. (FND) + EASEMENT (SEE NOTE #7) tea° � \ s �yQ` BEARS: S43°01'38'W-2.37' �� -N Gi LOT 5R ,yirj ���", \ BLOCK H `° '�nJh� 0/ jt s• a �s y Oc25 \ ^�/ \ 41 C, �., c9l �a /r s IY2" I.R. (FND-BENT) 5 2O'O� \ \ 10,3,T�\ BEARS: i�+49'33'59"W-0.84r �C�� / �O, 9,�6, a�6"/4' P.U.E. cF � / 5 1/2" I.R. (FND.) �C�p,01- Cl T ?9 /? O06 '00 1/2" I.R. (FND.) n 6' P.U.E.c� 6' P.U.E. 176' /9 137/87 �/ 137/87 / / sR o ti�F� C'y P.U.E. lr�o s o0,�cF Oy aT�s �o>10' P.U.E / EASTERI i COLLEGE VI TA:_ _ LOTS 4R & 5R, BLOCK -H h vhf \ c N.T.S. Z o� CL 1. THIS PROPERTY DOES NOT CONTAIN .ANY MAPPED 100 -YEAR FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F, E.M.A.- FIRM COMMUNITY PANEL NO. 48041C 0215F, APRIL 2, 2014, 2. BASIS OFBEARING: BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION (NAD 83). 3. ALL PROPER TY CORNERS ARE MONUMENTED BY 1/2" IRON RODS UNLESS OTHERWISE NOTED. 4. THIS QQ(_'UIvENT WAS PREPARED WITH THE BENEFIT OF A T1TI-F REPORT PREPARED BY AGGIELAND TITLE COMPANYJIT�IBACKS COLLEGE STATION, TX ISSUED GF#32942 (LOT 4 & THE NE 30' OF LOT 5). 5. BUILDING ARE PER THE CoCS UDO AND DEED RESTRICTIONS (137/87). 6. ALL EXISTING STRUCTURES ARE TO BE REMOVED. 7. THE OWNE SHIP AND MAINTENANCE RESPONSIBILITIES OF THE 0.164 ACRE VARIABLE WIDTH PRIVATE CROSS ACCESS & PARKING EASEMENT WILL BE THE SOLE RESPONSIBLITY OF LOTS 4R & 5R. 8. EXISTING CURB CUTS ON ASH STREET SHALL BE REPAIRED WITH THE REDEVELOPMENT AND CONSTRUCTION OF DRIVEWAYS FOR LOTS 4A & 5A, BLOCK H. 9. THE ZONING OF THIS PROPERTY, AT THE TIME OF THIS PLAT, IS DUPLEX. s 516/717h- °F"'y_ \ f 10' P.U.E. X516/717 Fti / ��� �, h,�c�• ,./ / Q,��. Off' �Q, X1/2" I.R. (SET) / h�CERTIFICATE OF SURVEYOR +Z4 (1/2°' I.R. FND. �``�� / /„Q / 1/2" I.R. (SET)C.J \ �/ 0` -tea, / BEARS: N49°26'47 -W-0.79' ` / y �— ' `QTAT= OF TEXAS )� /��• / BEARS: 1 N49'26'47"W-0.79) COUNTY OF BRAZOS CD "1/0// /C 1115>51 1, BRAD KERR egistered Professional Land Surveyor No. 4502, in the State of Texas, hereby \ 'S'\ / /� �P��. / IPj1 a 1•s \ / /�' certify that th s plat is true and correct and was prepared from an actual survey of the \ O,' !� • �� \ •S,�.v \ / � / property and t at property markers and monuments were placed under my supervision on the ', Q� < ♦ / ground. 1\ C3 ` 20' R.O.W. EASEMENT, \ 0A_J C3 e� \ 516/717 20' R.O.W. EASEMENT, 9 \ 1/ 2" l.R. (FND.) OR T�TT7V A T PT A T J \ (IN CONCRETE) \ i t v ti i a. s. i \ i iii i i ` 1/2„ I.R. (FN. \ XISTING CONDITIONS \ {IN CONCRE CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF CITY ENGINEER STATE OF TEXAS STATE OF TEXAS COUNTY OF BRAZOS COUNTY OF BRAZOS 1 - - — .City .Engineer of Station, Texas, hereby certify that this Subdivision Plot conforms to .the City .of College the requirements of the Subdivision Regulations of the City of College Station. I SALAM INVESTMENTS. LLC owner and developer of the land shown on this plat, and designated herein the 20' OF I TRENTON L. OWENS owner and developer of the land shown on this plat, and as LOT 5 & 35' OF LOT 6 - BLOCK H - COLLEGE VISTA Subdivision to the City of College Station, Texas, and whose name(s) is/are designated herein as the LOT 4 & 30' OF LOT 5 =BLOCK H - COLLEGE VISTA City Engineer — subscribed hereto, hereby dedicate to the use of the public forever all streets, alleys, Subdivision to the City of College Station, Texas, and whose name(s) is/are subscribed hereto, hereby City of College Station parks, infrastructure, easements, and public places thereon shown for the purpose and dedicate to the use of the public forever all streets, alleys, parks, Infrastructure, easements, and thereon consideration therein expressed. public places shown for the purpose and consideration therein expressed. CERTIFICATE OF CITY PLANNER Owner Owner I> STATE OF TEXAS STATE OF TEXAS City Planner of Station, Texas, hereby certify that this Subdivision Plat conforms to the City of Coilege the requirements of COUNTY OF COUNTY OF the Subdivision Reguiations of the City of Coliege Station. Before me, the undersigned authority, on this day personally appeared known to me to be the person(s) whose name(s) is/are to Before ma the undersigned authority, an this V s day personal) appeared City Planner subscribed the foregoing instrument, and acknowledged to me he/they executed for the known to me to be the person(s) whose name(s) is/are subscribed to the foregoing g o g City' f College Station _that _the -same purpose and consideration therein stated. instrument, and acknowledged to me that he/they executed the same for the purpose and consideration therein stated. Given under my hand and seal on this _ _ day of Given under hand and seal on this my day of --_--- 20_--- —_ CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS COUNTY OF BRAZOS Notary Public, County, State of Texas Notary Public. — County, State of Texas — County Clerk, in and for said county, do hereby certify that this plat together with its certificates of authentication for record in rily office the _ _ day of was filed 20—__, iii _-- the Deed Records of Brazos County, Texas, in Volume , Page ---, WITNESS my hand and official Seal. at my office in Bryan. Texas County Clerk Brazos County, Texas 0 516/717 D BRAD KERR, RPILS No. 4502 IIEPLAT SURVEYED BY: KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TEXAS 77803 v� PHONE (9 79) 268-3195 AL PLAT OF 'OLLEGE VI*STA I I OfIT AN w R sr 5R�y Rt..n _IAC W BEING A MINOR REPLAT OF LOTS 41 5 & A PORTION OF LOT 6, BLOCK H (VOLUME 126, PAGE 133) 7 1 f1TC_ Tf1TAt tl "479Z s f`t�G'C 11-W LI+j _ IVI L: U'301V AILALd RICHARD CARTER LEAGUE, A-8 COLLEGE STATION, BRAZOS COUNTY, TEXAS SURVEYED: FEBRUARY 2015 LANDOWNER INFORMATION SALAM INVESTMENTS, LLC: c/o ALl JAFFER PO BOX 2079 SNOWFLAKE, AZ 85937 �a (979) 314-1333 _ EMAIL• aliejoffar®gmaii.com TRENTON L. OWENS 2311 MORNINGSIDE DRIVE #� BRYAN, TX 77802 ir FILENAME: 0562RP1 A SCALE: 1"=20' 3800 S.H. No. 6 SOUTH, STE. 108G <77845 SUBMITTED DATE: .2/13/15 POST OFFICE BOX 9253 REVISIONC: 3/23/15 COLLEGE STATION, TEXAS 77842 _ DRAWN BY: R.A.M. CHECKED BY: KERR MAIL: civil(c�rmengmeencom FIELD BOOK: N/A PAGES: N/A OFFICE - (979) 764-0704 RME CONSULTING ENGINEERS FAX - (979) 764-0704 CLIENT NO. PROJECT NO. TEXAS FIRM REGISTRATION No. F-4695 220 — 0562 77/ 16 C rOLLEGE VISTA• '—f (w2'CONCRETE)) / 1/2" I.R. (FND.) - LOTS 4R & 5R, (IN CONCRETE) BLOCK H C©CS GPS_. MONUMENT - Na_ w- ` ` N _ GPs M_. • ��c�c,i4J ` \ `- �' ©cs MONUMENT ��: a �`� / ., � 122 BEARS �Q� A 122 BEARS: \ - N.Q.S. P� N .'0'73754"E — 1,86.08 cj., bee N 42'37'54" E — 1 ,486.08' '0A Q�P•�A / 158 0 20 40 , �► `� j3 \ 0 20- 40 - SC LE- 1 0 SCALE:1 - 20'A.% a G�� �� SCALE: 1" = 20'F�i%. ° G'LiF•'S 3 e� - .30 . / �� PLoF/ti'Sp�°�' q° S'),'S` \ / -�� / / �oF.y� QIP�6 A leis y \ X -V "�ZJY6 N4M l• cF 9�CO y GS \ �\ �, i �• °F ,q Off, o. Ir i `gyp „3o���o� // 5' P.U. p��� � � � �`?`• , SGS' p, / 4� F1111 60 5' P.U.E. / 1/2" I.R. (FND.) `OG'� BEARS: N49'33'59"W-0.36' / / \ ` % � / //`\ `\ �6 \s�9, LOT 4R / R / EAST -E; -DhAA t \ \ \ mss, BLOCK H oq/ �'°-/ t r AtRP T 2154 VICINITY MAP ;Jbk 41D FINAL PLAT NOTES: / \ o�r�•,00 (0 • 1. THIS PROPERTY DOES NOT CONTAIN ANY MAPPED 100 -YEAR FLOOD PLAIN AS GRAPHICALLY DEPICTED ON f: .M.A.- FIRM COMMUNITY PANEL NO. 48041C 0215F, APRIL 2, 2014. `P'45 Q�W /- 5' P.U.E. 209\ \ // //, / 2. BASIS OF BEARING• BEARING SYSTEM SHOWN HEREON 1S BASED ON GRID NORTH AS ESTABLISHED S 4 �`. \ \ '\ ; 10' P.U.E.--h_ FROM GPS OBSERVATION (NAD 83). `rOT ��ry�� �'P / �5' P.U.E. 0.164 ACRE VARIABLE I \ \ \ /lb 3. ALL PROPER CORNERS ARE MONUMENTED BY 1/2" IRON RODS UNLESS OTHERWISE NOTED. (OK A �� WIDTH PRIVATE CRSS \ \ \ '� • / �'S �j•s \ tea- � �S � � ACCESS &PARKING \ \ \ t / ro / ox, \ / / `� `� `� j 4, THIS DOCUMENT WAS PREPARED WITH THE BENEFIT OFA TITLE REPORT PREPAREq BY AGGIELAN!] V Off, � , EASEMENT (SEE NOTE #7) \ \ \ TITLE COMPANY, COLLEGE STATION, TX ISSUED GF 32942 LOT 4 &THE NE 3Q' OF LOT 5 p ~' ` �� OTS ♦` Qy ACL BEARS: S43*0 D 38"W-2.37' LO \ \ / / h # ( ) __ 5. BUILDING SETBACKS ARE PER THE CoCS UD0 AND DEED RESTRICTIONS (137/87). Q\��t �4j• \ \ 1 �o��� _c�/ i / BLOCK H / / \ \ �/ / ��� / 6. ALL EXISTING STRUCTURES ARE TO BE REMOVED. p \ SS. �p TS / ��� r , `'�/ p / 7. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE 0.164 ACRE VARIABLE WIDTH �,'��� OBD O,r T6 / / �G� ��� •�� \ PRIVATE CROSS ACCESS & PARKING EASEMENT WILL BE THE SOLE RESPONSIBLITY OF LOTS 4R v 'S CQls�O cit ,�ar /� ` P� a �'`� / /tj �%� / , fp& 5R. acs2" I.R.-,(END-BENT) / 2 `,/ 'Po - \ 0,BEARS: 17+49'33'59 W-0.84',oP��P�� 20, rC6' �ixo/ / / �Dc / 8. EXISTING C B CUTS ON ASH STREET SHALL BE REPAIRED WITH THE REDEVELOPMENT AND {� q / \ / / / CONSTRUCTION F DRIVEWAYS OF THESE TWO (2) LOTS. 1/2" I.R. {END.) Oj• '2p •,� / / �, Qom/ �O 9. THE ZONING OF THIS PROPERTY, AT THE TIME OF THIS PLAT, IS DUPLEX. °��!�� s _ °° 9 �s / �o�e� 1/2 " I.R. {END.) C 2, ♦ / 6' P.U.E. / A, �/� ".O Y.U.E. � 137/87 �°���� �y �? � � 137/87 lb L° &Q - s IN, / Oey 1pT, 6 / / \S8 CF,r'9 COO °' / �p'9s ti \ ♦ 10' P.U.E. /r 10' P.U`.E.X56/717G �ti� 6 516/717 - / y .��,�� �, Co ��� �&rV .`Oq CERTIFICATE OF SUR 1/2" I.R. (SET) v� / / , / �? SURVEYOR ro� / w4 f 1/2" I.R. (SET) ��` Iijl/► / �` / (1/2" I.R. FND. �O�' \ / / y L ( �+ STA OF TEXAS / BEARS: N49'96'4 -7W-0 -70') ` \ 6� / BEARS: 1 N49'26'47"W-0.79) `Ov COUNTY OF BRAZOS rs0� i ��` / �do 1; BRAD KERR egistered Professional Land Surveyor No. 4502, in the State of Texas, hereby '� \ 'Cbcertify that thi plat is true and correct and was prepared from an actual survey of the �P4 / /\ / / property and that propertmarkers an y d tl monumens were paced under my supervision on the �ti : i\ � / I ground. OA, 5 q 20' R.-O.W. EASEMENT, 20' R.0 W. EASEMENT, �9J Q� 516/717 '9}= 516 717 \ 1/2 I.R. (END.) l T t t\.i L F PTA l N, „ ' I j_.% t .i�Jl 1/ 2 I.R. (FND.)� RP �S .No. 4502 EXISTING (IN CONCRETE)(IN CONCRETE) BRAD -KERB, CONDITIONS. ""PLAT <S SURVEYED BY: KERR SURVEYING,.LLC 409 NORTH TEXAS AVENUE CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF CITY ENGINEER ` BRYAN, TEXAS 77803 STATE OF TEXAS STATE OF TEXAS I, — City Engineer of the City of College PHONE (979) 268-3195 � Station, Texas, thereby certify that this Subdivision :Plat conforms to the requirements of COUNTY OF BRAZOS COUNTY OF BRAZOS the Subdivision Regulations of the City of College Station. I SALAM INVESTMENTS, LLC, owner and developer of the land shown on this plat, and I TRENTON L_OWENS. owner and developer of the land shown on this plat, and —_ NAL PLAT_ designated herein as the 20' OF LOT 5 & 35' OF LOT 6 - BLOCK H - COLLEGE VISTA designated herein as the LOT !i-&-30' OF LOT 5 -_BLOCK H - COLLEGE VISTA City Engineer OF Subdivision to the City of College Station, Texas, and whose name(s) is/are subscribed Subdivision to the City of College Station, Texas, and whose name(s) is/are subscribed City of College Station hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, infrastructure, easements, and public places thereon shown for the purpose and Infrastructure, easements, and public places thereon shown for the purpose and consideration therein expressed. consideration therein expressed. CERTIFICATE OF CITY PLANNER OLLEGE VISTA I t'ZT df� R� 5K RI f (%-v N. Owner Owner I> City Planner of the City of College STATE OF TEXAS STATE OF TEXAS Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of BEING A MINOR REPLAT OF the Subdivitiidn Regutationa of the City of College 5tatien. LOTS 4, 5 & A PORTION OF LOT 6, BLOCK H COUNTY OF COUNTY OF -- (VOLUME 126, PAGE 133) Before me, the undersigned authority, on this dapersonally appeared Before rn-' the undersigned d auth r on this so l � ed Cit Planner Y rr ndersiy,.e, aify, s day personally appear y 2 LvTC _ TATAI' • �7 prcc known to me to be the person(s) whose name(s) is/are subscribed to the foregoing known to me to be the person(s) whose nome(s) is/are subscribed to the foregoing City of College Station I %J - I v I nL.. O.v 1 6 ACRS instrument, and acknowledged to me that he/they executed the same for the purpose instrument, and acknowledged to me that he/they executed the some for the purpose RICHARD CARTER LEAGUE, A -S and ,consideration therein stated. and consideration therein stated. COLLEGE STATION, BRAZOS COUNTY, TEXAS Given under my hand and seal on this _— day of Given under my hand and seal on this—_ day of CERTIFICATE OF THE COUNTY CLERK SURVEYED: FEBRUARY 2015 20 y1 LANDOWNER INFORMATION SALAM-INVESTMENTS, LLG: c/o AU JAFFER STATE OF TEXAS - PO BOX 2079 SNOWFLAKE, AZ 85937 COUNTY OF BRAZOS • (979) 314-1333EMAIL: aliejaffar®gmail.com TRENTON L. OWENS County Clerk, in and for Said county, 2. 2311 MORNINGSIDE DRIVE ------ — —— r---- ---- ----- — -- ---- ---- Notary Public, County, State of Texas Notary Public.. County, State of Texas do hereby certify- that this plat together with its certificates of authentication was filed BRYAN, TX 77$02 iWr record in rriy office the ---- day Of 20—__, in the Deed Records of Brazos County, Texas, in Volume ,Page FILENAME: 0562RPl A SCALE: 1"=20' My office 'in Bryan. Texas 3gOQ S.I. NO. SUBMITTED DATE: 2/13/15 WITNESS my hand and official Seal, atm � SOUTH, STE. 108G <77845 RL17t51iJN5: 3/23/15 _-- - POST OFFICE BOX 9253 Clerk_ CountCOLLEGE S ATION, TEXAS 77842 County _ DRAWN- BY: R.A.M.CHECKED BY: KERR E Brazos County, Texas .MAIL:-eivll6a)rmengineer.Com FIELD BOOK: N/A PAGES: N/A OFFICE - (97- ) 764-0704 RME CONSULTING ENGINEERS FAX - (979) 7i 4-0704 CLIENT NO. PROJECT NO. TEXAS FIRM REGISTRATION No. F-4695 220 . - 0562- 5 -US >•ZS•IS l6 / N CoCS GPS MONUMENT Noe 122 BEARS: N 0737'54" E — 1,486.08' —� 5� 50 _ 1/2" I.R. (FND.) (IN CONCRETE) F• O ry. / \ / Q uN / \ II CoCS GPS MONUMENT No. 122 BEARS: — N 0737'54" E — 1,486.08' / O 20 40 16timitil/ � / W ox \ O 20 40 , SCALE: 1" = 20' / �F�� 2 /0G�F� �ZO SCALE: 1" = 20' or o APPROX. LOCATION OF / �' 4� i\1 - �,�aNz,� EXISTING 2" WATER LINE / �� O� �0�Gi"�s cqy ,7 G / p� �°'+� ��% � ♦ � � firy0 1/2" I.R. (FND.)ba�Y BEARS: N49'33 59"W-0.36' g`Q���1 A ! ol \ .. �c _10- 0/0 0,6l 0" ly 'o \ 20 ti S � �� ACCESS & PARKII � �� EASEMENT (SEE NOTE R CTP, a ���o 0cy 1pJ ��O 1 5j8 I.R. (FND) BEARS: S43'01'38'W-2.37'���/\ LOT °�P ` ` \ �d /Pte, �� / / BLOC P� / \ � �F \ dp � , X00 �/ � �• �vt `�l0T rs l9rs�� . G• .M �r �0, s, 2" I.R. (END -BENT) / �`'.`Y V2" / 9 ��� 20 \ 4ll ��STifi♦ BEARS: ta49'33'S9"W-0.8 O 4 � .c, �, tic / r �c� � OA, \ i o � Lfi10 1/2" I.R. (END.) C,% I�o�'�9 (/ PORTABLE SHED �I p`P�p`P 1/2" I.R. (FND.) Cl ♦ / 00 137/87 / �j, ��, �O \ 49 61 10 1<o0- 7 t �Q� � \ Ess \ /516/717 APPROX. LOCATION OF/ �i cp, EXISTING 6" WATER LINE APPROX LOCATION OF C.� 1 Q EXISTING 6" SAviTilRv_ / /i V► .1~ / 1./2" I.R. (SET) ��` j /y . \ SEWER - O �, / BEARS: N49'26'47"W 0.79') 10 ra � �pOP– I.R. (FND.) CONCRETE) 'COLLEGE !LOCK H , �,•-::,i:iii::;:... r� �. -. --� RA � •���' lis 4� vG� REIM f �0�i51►'a;�fi., C K% r 10' P.U.E.. 516/717 '0 f Q,,,• .��,��L QPM CERTIFICATE OF SURVEYOR 1 1/2" I.R. (SET) ��� STATE O{ TEAS \—(1/2" I.R. IND. �Q BEARS: N49'26'47"W-0.79') COUNTY OF BRAZOS I, BRAD KERR Registered Professional Land Surveyor No. 4502, in the State of Texas; hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that property markers and monuments were placed under my supervision on the ground. \ �zr_ 20' R.O.W. EASEMENT, �sy 20' R.O.W. EASEMENT, C2QIP >�;, 516/717 '9J \ 1/2" I.R.(END.) OTGINi" L .ii'" A � \ 1 f2" LR. (Eton.)_/ \ (IN CONCRETE) \ \ (IN CONCRETE) s �, EXISTING C QNDITI�ONS w - -- --- ER-TIFICATE OF OWNERSHIP'--AND-DEDICATION-_- __ __CERTIFICATE_ OF OWNERSHIP AND DED C ON -- CERIIFICA N ER C _ 1_ .ATI_ _ _ _ _ _ _ TE OF CITY - E GINE STATE OF TEXAS STATE OF TEXAS I, _ City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of COUNTY OF BRAZOS COUNTY OF BRAZOS the Subdivision Regulations of the City of College Station. I SALAM INVESTMENTS, LLC owner and developer of the land shown on this plot, and I TRENTON L_OWENS. owner and developer of the land shown on this plat, and designated herein as the 20' OF LOT 5 & 35' OF LOT 6 - BLOCK H - COLLEGE VISTA designated herein as the _LOT 4 & 30' OF LOT 5 _BLOCK U-- COLLEGE VISTA City Engineer Subdivision to the City of College Station, Texas, and whose name(s) is/are subscribed Subdivision to the City of College Station, Texas, and whose name(s) is/are subscribed City of College Station hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, Infrastructure, easements, and public places thereon snows for the purpose and Infrastructure, easements, and public places thereon shown for the purpose and consideration therein expressed. consideration therein expressed. CERTIFICATE OF CITY PLANNER Owner Owner I, __ _ — City Planner of the City of College STATE OF TEXAS STATE OF TEXAS Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivieian Regulations of the City of College Station. COUNTY OF COUNTY OF Before me, the undersigned authority, on this day persono!!y appeared RefnrP ma fn,- i-rlar5!yned authority nn this dow personally appeorecL City Planner — known to me to be the person(s) whose name(s) is/are subscribed to the foregoing known tov me to be the person(s) whose name(s) is/are subscribed to the foregoing City of College Station instrument, and acknowledged to me that he/they executed the same for the purpose instrument, and acknowledged to me that he/they executed the same for the purpose and consideration therein stated. and consideration therein stated. Given under my hand and seal on this --_ day of Given under my hand and seal on this —_ _ day of CERTIFICATE OF THE COUNTY CLERK --- -> 20. 20 STATE OF TEXAS COUNTY OF BRAZOS 1, ______ __ , County Clerk, in and for said county, Notary Public, — County, State of Texas — Notary Public, County, State of Texas do hereby certify that this plat together with its certificates of authentication was filed Ter recofad In my office the __--_ day of ___— _—_, 2v__—, in the Deed Records of Brazos County, Texas, in Volume , Page WITNESS my hand and official Seal, at my office in Bryan, Texas County Clerk --' ---+--- Brazos County, Texas 516/717 2. BASIS OF BEARING: BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED 0 FROM GPS OBSERVATION (NAD 83). i /tp ® GAS PIPELINE RISER pm 3. ALL PROPERTY CORNERS ARE MONUMENTED BY 1/2" IRON RODS UNLESS OTHERWISE NOTED. WATER METER EDCV DOUBLE CHECK VALVE e Ev 4. THIS AACUJ TITLE COMPANY, ENT WAS PREPARED WITH THE BENEFIT OF A TITI-E REPORT PREPARED 13Y AGGIELAND COLLEGE STATION, TX ISSUED GF#32942 (LOT 4 & THE NE 30' OF LOT 5). \ \ / 5. BUILDING SETBACKS ARE PER THE CoCS UDO AND DEED RESTRICTIONS (137/87). \ _ \� 6. WILL BE REQUIRED TO TWO (2) TREES AT TWO MANHOLE EACH LOT PROVIDE A MINIMUM OF OF LEAST 19)Fw INCHES (2") IN CALIPER OR ONE (1) TREE OF FOUR INCH (4") CALIPER PER ORDINANCE No. 3222. TELEPHONE PEDESTAL 7. EXISTING STRUCTURES A PROPOSED TO BE REMOVED. O 13 OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE 0.164 ACRE BUILDING SETBACK LINE 8. THE PRIVATE CROSS VARIABLE WIDTH. ACCESS & PARKING EASEMENT WILL BE THE SOLE RESPONSIBLITY OF LOTS 4A /0j / & 5A. P.U.E. PUBUO U TIL[ 1 Y EASEMENT r 10' P.U.E.. 516/717 '0 f Q,,,• .��,��L QPM CERTIFICATE OF SURVEYOR 1 1/2" I.R. (SET) ��� STATE O{ TEAS \—(1/2" I.R. IND. �Q BEARS: N49'26'47"W-0.79') COUNTY OF BRAZOS I, BRAD KERR Registered Professional Land Surveyor No. 4502, in the State of Texas; hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that property markers and monuments were placed under my supervision on the ground. \ �zr_ 20' R.O.W. EASEMENT, �sy 20' R.O.W. EASEMENT, C2QIP >�;, 516/717 '9J \ 1/2" I.R.(END.) OTGINi" L .ii'" A � \ 1 f2" LR. (Eton.)_/ \ (IN CONCRETE) \ \ (IN CONCRETE) s �, EXISTING C QNDITI�ONS w - -- --- ER-TIFICATE OF OWNERSHIP'--AND-DEDICATION-_- __ __CERTIFICATE_ OF OWNERSHIP AND DED C ON -- CERIIFICA N ER C _ 1_ .ATI_ _ _ _ _ _ _ TE OF CITY - E GINE STATE OF TEXAS STATE OF TEXAS I, _ City Engineer of the City of College Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of COUNTY OF BRAZOS COUNTY OF BRAZOS the Subdivision Regulations of the City of College Station. I SALAM INVESTMENTS, LLC owner and developer of the land shown on this plot, and I TRENTON L_OWENS. owner and developer of the land shown on this plat, and designated herein as the 20' OF LOT 5 & 35' OF LOT 6 - BLOCK H - COLLEGE VISTA designated herein as the _LOT 4 & 30' OF LOT 5 _BLOCK U-- COLLEGE VISTA City Engineer Subdivision to the City of College Station, Texas, and whose name(s) is/are subscribed Subdivision to the City of College Station, Texas, and whose name(s) is/are subscribed City of College Station hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, hereto, hereby dedicate to the use of the public forever all streets, alleys, parks, Infrastructure, easements, and public places thereon snows for the purpose and Infrastructure, easements, and public places thereon shown for the purpose and consideration therein expressed. consideration therein expressed. CERTIFICATE OF CITY PLANNER Owner Owner I, __ _ — City Planner of the City of College STATE OF TEXAS STATE OF TEXAS Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivieian Regulations of the City of College Station. COUNTY OF COUNTY OF Before me, the undersigned authority, on this day persono!!y appeared RefnrP ma fn,- i-rlar5!yned authority nn this dow personally appeorecL City Planner — known to me to be the person(s) whose name(s) is/are subscribed to the foregoing known tov me to be the person(s) whose name(s) is/are subscribed to the foregoing City of College Station instrument, and acknowledged to me that he/they executed the same for the purpose instrument, and acknowledged to me that he/they executed the same for the purpose and consideration therein stated. and consideration therein stated. Given under my hand and seal on this --_ day of Given under my hand and seal on this —_ _ day of CERTIFICATE OF THE COUNTY CLERK --- -> 20. 20 STATE OF TEXAS COUNTY OF BRAZOS 1, ______ __ , County Clerk, in and for said county, Notary Public, — County, State of Texas — Notary Public, County, State of Texas do hereby certify that this plat together with its certificates of authentication was filed Ter recofad In my office the __--_ day of ___— _—_, 2v__—, in the Deed Records of Brazos County, Texas, in Volume , Page WITNESS my hand and official Seal, at my office in Bryan, Texas County Clerk --' ---+--- Brazos County, Texas 516/717 BRAD KERR, RPLS No. 4502 R IrEj P L A T� K S SURVEYED BY: KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE � BRYAN, TEXAS 77803 PHONE_ (y✓sJ zsts=s��5 I __ F _-AL PLAT OF OL V I S T A LIND OT A & A, Br nr-v N BEING A MI REPLAT OF LOTS 4, 5 & A PORTION OF LOT 6, BLOCK H (VOLUME 126, PAGE 133) 2 LOTS TOTAL: 0.31 V ACRES RICHARD CARTER LEAGUE, A-8 COLLEGE STATION, BRAZOS COUNTY, TEXAS SURVEYED: FEBRUARY 2015 LANDOWNER INFORMATION SALAM INVESTMENTS, LLC: c/o ALJ JAFFER PO BOX 2079 SNOWFLAKE, AZ 85937 — (979) 314-1333 }i EMAIL: aliejafforOgmail.com _ TRENTON L OWENS 2311 MORNINGSIDE DRIVE iC11f s BRYAN, TX 77802 1, FILENAME: 0562RP1 A SCALE:1 "=20' 3800 S.H. No. 6 SOUTH, STE. 108G <77845 MIT R>=M11 NS: SUBTED DATE: 2/13/15 POST OFFICE BOX 9253 — — COLLEGE STATION, TEXAS 77842 DRAWN BY: R.A.M. CHECKED BY: BRAD KERR EN4AILL: Cl it@rmengmeer.com FIELD BOOK: N/A PAGES: N/A OFFICE - (979) 764-0704 RME CONSULTING ENGINEERS FAX - (979 764-0704 CLIENT NO. PROJECT NO. TEXAS FIRM REGISTRATION No. F-4695 220 — 0562 7 9 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR ® GAS PIPELINE RISER pm W!'IILK VALVL ®WM WATER METER EDCV DOUBLE CHECK VALVE e Ev ELECTRIC VALVE p®v BALL VALVE ®EM ELECTRICAL TRANSFORMER (DGM -GAS METER OO MH MANHOLE ao•o• CLEANOUT 19)Fw FIRE HYDRANT ®T TELEPHONE PEDESTAL Al01 AREA INLET O 13 JUNCTION BOX — — — BUILDING SETBACK LINE ----�= PROPERTY LINE ------�= EASEMENT LINE P.U.E. PUBUO U TIL[ 1 Y EASEMENT BRAD KERR, RPLS No. 4502 R IrEj P L A T� K S SURVEYED BY: KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE � BRYAN, TEXAS 77803 PHONE_ (y✓sJ zsts=s��5 I __ F _-AL PLAT OF OL V I S T A LIND OT A & A, Br nr-v N BEING A MI REPLAT OF LOTS 4, 5 & A PORTION OF LOT 6, BLOCK H (VOLUME 126, PAGE 133) 2 LOTS TOTAL: 0.31 V ACRES RICHARD CARTER LEAGUE, A-8 COLLEGE STATION, BRAZOS COUNTY, TEXAS SURVEYED: FEBRUARY 2015 LANDOWNER INFORMATION SALAM INVESTMENTS, LLC: c/o ALJ JAFFER PO BOX 2079 SNOWFLAKE, AZ 85937 — (979) 314-1333 }i EMAIL: aliejafforOgmail.com _ TRENTON L OWENS 2311 MORNINGSIDE DRIVE iC11f s BRYAN, TX 77802 1, FILENAME: 0562RP1 A SCALE:1 "=20' 3800 S.H. No. 6 SOUTH, STE. 108G <77845 MIT R>=M11 NS: SUBTED DATE: 2/13/15 POST OFFICE BOX 9253 — — COLLEGE STATION, TEXAS 77842 DRAWN BY: R.A.M. CHECKED BY: BRAD KERR EN4AILL: Cl it@rmengmeer.com FIELD BOOK: N/A PAGES: N/A OFFICE - (979) 764-0704 RME CONSULTING ENGINEERS FAX - (979 764-0704 CLIENT NO. PROJECT NO. TEXAS FIRM REGISTRATION No. F-4695 220 — 0562 7 9